These books synthesize perspectives of renowned scientists from the world’s most prestigious institutions - from Fukushima Renewable Energy Institute in Japan to Stanford University in the United States, including Columbia University (US), University of Sidney (AU), University of Miami (USA), Cardiff University (UK), and many others.
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This collaboration embodied the true essence of Open Access by simplifying the approach to OA publishing for Academic editors and authors who contributed their research and allowed the new research to be made available free and open to anyone anywhere in the world.
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To celebrate the 50 books published, we have gathered them at one location - just one click away, so that you can easily browse the subjects of your interest, download the content directly, share it or read online.
IntechOpen and Knowledge Unlatched formed a partnership to support researchers working in engineering sciences by enabling an easier approach to publishing Open Access content. Using the Knowledge Unlatched crowdfunding model to raise the publishing costs through libraries around the world, Open Access Publishing Fee (OAPF) was not required from the authors.
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Initially, the partnership supported engineering research, but it soon grew to include physical and life sciences, attracting more researchers to the advantages of Open Access publishing.
\n\n\n\n
These books synthesize perspectives of renowned scientists from the world’s most prestigious institutions - from Fukushima Renewable Energy Institute in Japan to Stanford University in the United States, including Columbia University (US), University of Sidney (AU), University of Miami (USA), Cardiff University (UK), and many others.
\n\n
This collaboration embodied the true essence of Open Access by simplifying the approach to OA publishing for Academic editors and authors who contributed their research and allowed the new research to be made available free and open to anyone anywhere in the world.
\n\n
To celebrate the 50 books published, we have gathered them at one location - just one click away, so that you can easily browse the subjects of your interest, download the content directly, share it or read online.
\n'}],latestNews:[{slug:"webinar-introduction-to-open-science-wednesday-18-may-1-pm-cest-20220518",title:"Webinar: Introduction to Open Science | Wednesday 18 May, 1 PM CEST"},{slug:"step-in-the-right-direction-intechopen-launches-a-portfolio-of-open-science-journals-20220414",title:"Step in the Right Direction: IntechOpen Launches a Portfolio of Open Science Journals"},{slug:"let-s-meet-at-london-book-fair-5-7-april-2022-olympia-london-20220321",title:"Let’s meet at London Book Fair, 5-7 April 2022, Olympia London"},{slug:"50-books-published-as-part-of-intechopen-and-knowledge-unlatched-ku-collaboration-20220316",title:"50 Books published as part of IntechOpen and Knowledge Unlatched (KU) Collaboration"},{slug:"intechopen-joins-the-united-nations-sustainable-development-goals-publishers-compact-20221702",title:"IntechOpen joins the United Nations Sustainable Development Goals Publishers Compact"},{slug:"intechopen-signs-exclusive-representation-agreement-with-lsr-libros-servicios-y-representaciones-s-a-de-c-v-20211123",title:"IntechOpen Signs Exclusive Representation Agreement with LSR Libros Servicios y Representaciones S.A. de C.V"},{slug:"intechopen-expands-partnership-with-research4life-20211110",title:"IntechOpen Expands Partnership with Research4Life"},{slug:"introducing-intechopen-book-series-a-new-publishing-format-for-oa-books-20210915",title:"Introducing IntechOpen Book Series - A New Publishing Format for OA Books"}]},book:{item:{type:"book",id:"9925",leadTitle:null,fullTitle:"Quality Control - Intelligent Manufacturing, Robust Design and Charts",title:"Quality Control",subtitle:"Intelligent Manufacturing, Robust Design and Charts",reviewType:"peer-reviewed",abstract:"Quality control is changing along with the manufacturing environment. A series of revolutionary changes will occur in management contents, methods, capabilities, and real-time effectiveness and efficiency of management. As an essential factor in intelligent manufacturing, quality control systems require real and comprehensive innovation. Focused on new trends and developments in quality control from a worldwide perspective, this book presents the latest information on novel approaches in quality control. Its thirteen chapters cover three topics: intelligent manufacturing, robust design, and control charts.",isbn:"978-1-83962-498-8",printIsbn:"978-1-83962-497-1",pdfIsbn:"978-1-83962-499-5",doi:"10.5772/intechopen.87736",price:119,priceEur:129,priceUsd:155,slug:"quality-control-intelligent-manufacturing-robust-design-and-charts",numberOfPages:242,isOpenForSubmission:!1,isInWos:null,isInBkci:!1,hash:"865332c5f031b481c1359793edc79fe5",bookSignature:"Pengzhong Li, Paulo António Rodrigues Pereira and Helena Navas",publishedDate:"March 24th 2021",coverURL:"https://cdn.intechopen.com/books/images_new/9925.jpg",numberOfDownloads:5677,numberOfWosCitations:1,numberOfCrossrefCitations:7,numberOfCrossrefCitationsByBook:0,numberOfDimensionsCitations:11,numberOfDimensionsCitationsByBook:0,hasAltmetrics:0,numberOfTotalCitations:19,isAvailableForWebshopOrdering:!0,dateEndFirstStepPublish:"June 10th 2020",dateEndSecondStepPublish:"July 1st 2020",dateEndThirdStepPublish:"August 30th 2020",dateEndFourthStepPublish:"November 18th 2020",dateEndFifthStepPublish:"January 17th 2021",currentStepOfPublishingProcess:5,indexedIn:"1,2,3,4,5,6,7",editedByType:"Edited by",kuFlag:!1,featuredMarkup:null,editors:[{id:"19636",title:"Prof.",name:"Pengzhong",middleName:null,surname:"Li",slug:"pengzhong-li",fullName:"Pengzhong Li",profilePictureURL:"https://mts.intechopen.com/storage/users/19636/images/system/19636.jpg",biography:"Dr. Pengzhong Li is a professor in the School of Mechanical Engineering and a teaching director in the Sino-German School of Postgraduate Studies (CDHK), Tongji University, Shanghai, China. He received his Ph.D. degree in Mechanical Engineering from Tongji University in 2004. From 1995 to 2001, he was the manager in the Business and Warehousing Management Departments of Guilin Daewoo Bus Co., LTD. He is a Director of Intelligent Manufacturing and Services Branch of China Creative Studies Institute and Director of East China Branch of National College Institute of Manufacturing Automation. Dr. Li’s research interests include intelligent manufacturing systems and quality control technology in manufacturing. At present, he is committed to research on man–machine coordination in the application of artificial intelligence.",institutionString:"Tongji University",position:null,outsideEditionCount:0,totalCites:0,totalAuthoredChapters:"2",totalChapterViews:"0",totalEditedBooks:"3",institution:{name:"Tongji University",institutionURL:null,country:{name:"China"}}}],equalEditorOne:{id:"178637",title:"Dr.",name:"Paulo",middleName:null,surname:"Pereira",slug:"paulo-pereira",fullName:"Paulo Pereira",profilePictureURL:"https://mts.intechopen.com/storage/users/178637/images/system/178637.jpeg",biography:"Dr. Pereira received his Ph.D. in Biotechnology from the Catholic University of Portugal. He has been recruited as a quality and laboratory expert for seminars and professional laboratory meetings throughout Europe, Africa, and South America. He has more than twenty-five years of experience working in medical laboratories, having held key scientific leadership roles: 15+ years as a senior researcher; 10+ years as a consultant for a metrology laboratory based on ISO/IEC 17025 specifications and related standards; 20+ years as a consultant and auditor of quality management systems based on ISO 9001, ISO/IEC 17025, and ISO 15189 standards; 16+ years as the quality manager in the Portuguese Institute of Blood and Transplantation, including more than 6 years in national coordination; and 6+ years as a professor of Quality Assurance. Currently, he is the head of the R&D Department at the Portuguese Institute of Blood and Transplantation, Lisbon, Portugal. Dr. Pereira is the author of several peer-reviewed scientific articles and indexed books and chapters. He is an editor for several books. He serves as a member of several editorial boards. He is a member of the Clinical Laboratory and Standards Institute and Eurachem. Dr. Pereira is an expert on in vitro diagnostic medical devices at the European Commission / European Medicines Agency.",institutionString:"Portuguese Institute of Blood and Transplantation",position:null,outsideEditionCount:0,totalCites:0,totalAuthoredChapters:"3",totalChapterViews:"0",totalEditedBooks:"1",institution:null},equalEditorTwo:null,equalEditorThree:null,coeditorOne:{id:"153832",title:"Prof.",name:"Helena",middleName:"V. G.",surname:"Navas",slug:"helena-navas",fullName:"Helena Navas",profilePictureURL:"https://mts.intechopen.com/storage/users/153832/images/system/153832.jpg",biography:"Helena Navas is a professor in the Department of Mechanical and Industrial Engineering, NOVA School of Science and Technology (FCT NOVA), Portugal, and a Researcher for the Unit for Research and Development in Mechanical and Industrial Engineering (UNIDEMI). She represents the Portuguese Association for Quality (APQ) in the Portuguese Technical Standardization Committee on Research Activities, Development, and Innovation (RDI) and represents FCT NOVA in the Portuguese Standardization Committee on Project Management. She is a member of the Scientific Council of the Portuguese Society of Metrology (SPMet). She was a member of the International Executive Board of the European TRIZ Association (ETRIA) for the 2011–2012 term. She has been a columnist for the Innovation and Entrepreneurship newsletter since April 2014. She is a lean leader and completed the Six Sigma Black Belt Manufacturing course from The Lean Six Sigma Company. Professor Navas has been a guest speaker at several seminars, round tables, and events dedicated to innovation. She is a researcher, consultant, and trainer in innovation, systematic innovation, TRIZ methodology, and lean and continuous improvement.",institutionString:"Universidade Nova de Lisboa",position:null,outsideEditionCount:0,totalCites:0,totalAuthoredChapters:"2",totalChapterViews:"0",totalEditedBooks:"0",institution:{name:"Universidade Nova de Lisboa",institutionURL:null,country:{name:"Portugal"}}},coeditorTwo:null,coeditorThree:null,coeditorFour:null,coeditorFive:null,topics:[{id:"806",title:"Quality Control Management",slug:"industrial-engineering-and-management-quality-control-management"}],chapters:[{id:"74232",title:"Introduction to Intelligent Quality Management",doi:"10.5772/intechopen.94971",slug:"introduction-to-intelligent-quality-management",totalDownloads:462,totalCrossrefCites:1,totalDimensionsCites:1,hasAltmetrics:0,abstract:"Intelligent manufacturing is becoming more and more attractive for industrial societies especially after the introduction of industry 4.0 where most of industrial operations are to be carried by robots equipped with intelligent capabilities. This explicitly implies that the manufacturing systems will entirely be integrated and all manufacturing functions including quality control and management will have to be made as much intelligent as possible in operating with minimum human intervention. This Chapter will present a brief overview of some implications about intelligent quality systems. It intends to provide the readers of the book to understand how the concept of artificial intelligence is to be embedded into quality functions. It is known that the interoperability is the rapid transformation requirement of industry specific operations. This requires the integration of quality functions to other manufacturing functions for sharing the quality related knowledge with other manufacturing functions in order to sustain total intelligent collaboration. Achieving this, on the other hand, ensures the improvement of manufacturing processes for better performance in an integrated manner. Note that, although some general information about intelligent manufacturing systems are given, this chapter is particularly focused on discussing intelligent quality related issues.",signatures:"Ercan Oztemel",downloadPdfUrl:"/chapter/pdf-download/74232",previewPdfUrl:"/chapter/pdf-preview/74232",authors:[{id:"306974",title:"Prof.",name:"Ercan",surname:"Oztemel",slug:"ercan-oztemel",fullName:"Ercan Oztemel"}],corrections:null},{id:"74372",title:"Smart Manufacturing: Quality Control Perspectives",doi:"10.5772/intechopen.95143",slug:"smart-manufacturing-quality-control-perspectives",totalDownloads:402,totalCrossrefCites:0,totalDimensionsCites:0,hasAltmetrics:0,abstract:"Quality Control (QC) is a guideline or set of procedures intended to ensure that a manufactured product or performed service adheres to a defined set of quality criteria or meets the requirements of the client or customer. Smart manufacturing is where the work is interfaced work pieces and associated tools that include logistics operations, Cyber Physical Systems, Artificial Intelligence, and Big Data Analytic tools. These form the norm of manufacturing operations to generate large amounts of data, which are used for analysis and prediction. Therefore, help to optimise the quality of manufacturing operations and manufactured products. The change in technologies have, however, altered the traditional way of manufacturing process as well as QC systems. Therefore, to address the challenge of data reliability, the sensors, actuators and instruments used at various levels of integration in the manufacturing process often operating under adverse physical conditions need to provide adequate levels of data accuracy and precision. Methodologically, the Chapter followed critical literature review on QC concepts and Industry 4.0 revolution, thereby culminating into conceptual framework of QC in Smart Manufacturing, which is the main contribution of this Chapter.",signatures:"Joseph Evans Agolla",downloadPdfUrl:"/chapter/pdf-download/74372",previewPdfUrl:"/chapter/pdf-preview/74372",authors:[{id:"210562",title:"Dr.",name:"Joseph",surname:"Agolla",slug:"joseph-agolla",fullName:"Joseph Agolla"}],corrections:null},{id:"74690",title:"An Intelligent Access Control Model",doi:"10.5772/intechopen.95459",slug:"an-intelligent-access-control-model",totalDownloads:467,totalCrossrefCites:0,totalDimensionsCites:0,hasAltmetrics:0,abstract:"Cybersecurity is a critical issue as the world is moving towered IR4 era (Industrial Revaluation 4.0) where technology is involved, and access to the internet is an imperative need. The traditional computing systems are not able to meet the huge computing demand and growing data (Big-Data). Therefore; new technologies have been evolved such as cloud computing. This chapter is exploring the need for a dynamic access control approach to enhance the Cybersecurity. The scope in this chapter is focusing on IaaS (Infrastructure as a Service) layer of cloud computing. The research approach aims to enhance the basic ABAC (Attribute-Based Access Control) model by adding a context-aware feature and SoD principle. The enhanced model called ABACsh. This proposed enhancement is implemented through a framework based on AI (Artificial Intelligent) to meet the requirements of dynamic systems. The framework is tested in the OpenStack testbed. The results show better performance in the term of computation speed.",signatures:"Shadha Mohamed Sulaiyam ALAmri",downloadPdfUrl:"/chapter/pdf-download/74690",previewPdfUrl:"/chapter/pdf-preview/74690",authors:[{id:"321795",title:"Dr.",name:"Shadha",surname:"ALAmri",slug:"shadha-alamri",fullName:"Shadha ALAmri"}],corrections:null},{id:"75153",title:"Adapting Disruptive Applications in Managing Quality Control Systems in Intelligence Manufacturing",doi:"10.5772/intechopen.93979",slug:"adapting-disruptive-applications-in-managing-quality-control-systems-in-intelligence-manufacturing",totalDownloads:266,totalCrossrefCites:1,totalDimensionsCites:2,hasAltmetrics:0,abstract:"Controlling quality has become a major trend in the circle of manufacturers and production managers that engage in intelligent manufacturing all over the world, on account of industry 4.0, in recent times. Intelligent manufacturing therefore is the use of advanced applications, analytics, sensors and Internet of Things (IoT) to improve manufacturing. The aim of the study is to carry out a study on application of disruptive application in managing quality system in intelligent manufacturing with a view to improving manufacturing process in organizations. Survey methods was used in collating responses from production managers of manufacturing companies at selected locations censoring production managers and supervisors on some parameters such as areas of disruptions in the quality assurance monitoring and calibration in production process, issues and challenges involved in quality control systems in manufacturing, Man-Whitney U Test, T-test, Pearson’s Test were used to analyze the collated data. Also, this study presents advanced analytical tools and applications to improve quality in manufacturing process. The study finally presents areas of disruptions in the quality assurance monitoring and calibration in production process, issues and challenges involved in quality control systems in manufacturing, emerging areas of application and recommendation for improvement.",signatures:"Amusan Lekan, Clinton Aigbavboa, Moses Emetere and James Owolabi",downloadPdfUrl:"/chapter/pdf-download/75153",previewPdfUrl:"/chapter/pdf-preview/75153",authors:[{id:"190876",title:"Dr.",name:"Moses",surname:"Emetere",slug:"moses-emetere",fullName:"Moses Emetere"},{id:"281262",title:"Associate Prof.",name:"Amusan",surname:"Lekan",slug:"amusan-lekan",fullName:"Amusan Lekan"},{id:"328948",title:"Prof.",name:"Clinton",surname:"Aigbavboa",slug:"clinton-aigbavboa",fullName:"Clinton Aigbavboa"},{id:"328949",title:"Dr.",name:"James",surname:"Owolabi",slug:"james-owolabi",fullName:"James Owolabi"}],corrections:null},{id:"74435",title:"Analysis and Two-Dimensional Modeling of Directional Coupler Based on Two Coplanar Lines",doi:"10.5772/intechopen.95142",slug:"analysis-and-two-dimensional-modeling-of-directional-coupler-based-on-two-coplanar-lines",totalDownloads:267,totalCrossrefCites:0,totalDimensionsCites:0,hasAltmetrics:0,abstract:"This chapter is dedicated to physical modeling and numerical characterization of directional coupler based on two coplanar lines using the general theory of coupled lines. The modeling in this chapter is two-dimensional due to the chosen numerical method (MOMs), for that purpose the analysis is divided into steps, we started by analyzing and modeling a micro-coplanar line in the quasi-TEM approximation using Green’s functions and the integral equation method then we conclude by using the telegraphist equations and the results of the first step to modeling a couple of micro-coplanar lines.",signatures:"Anouar Acheghaf and Naima Amar Touhami",downloadPdfUrl:"/chapter/pdf-download/74435",previewPdfUrl:"/chapter/pdf-preview/74435",authors:[{id:"326091",title:"Ph.D. Student",name:"Anouar",surname:"Acheghaf",slug:"anouar-acheghaf",fullName:"Anouar Acheghaf"},{id:"331845",title:"Prof.",name:"Naima",surname:"Amar Touhami",slug:"naima-amar-touhami",fullName:"Naima Amar Touhami"}],corrections:null},{id:"73423",title:"Improving Product Quality through Functional Analysis Approach: Case of Dual Axis Solar Tracker",doi:"10.5772/intechopen.93951",slug:"improving-product-quality-through-functional-analysis-approach-case-of-dual-axis-solar-tracker",totalDownloads:335,totalCrossrefCites:0,totalDimensionsCites:0,hasAltmetrics:0,abstract:"Product quality determines how well a product meets the customer’s requirements. One way of measuring and ensuring that the product’s quality is achieved is through incorporating the functional analysis approach in the design process of the product, especially at early stage of lifecycle. A case study involving the design of a dual axis solar tracking system is used to illustrate the approach. In the study, the designed solar tracking concept was compared to existing mechanisms. The designed concept was found to be, generally, less complex than existing models.",signatures:"Emmanuel Karabo Mpodi, Zeundjua Tjiparuro and Oduetse Matsebe",downloadPdfUrl:"/chapter/pdf-download/73423",previewPdfUrl:"/chapter/pdf-preview/73423",authors:[{id:"323948",title:"M.Sc.",name:"Emmanuel Karabo",surname:"Mpodi",slug:"emmanuel-karabo-mpodi",fullName:"Emmanuel Karabo Mpodi"},{id:"323950",title:"Dr.",name:"Tjiparuro",surname:"Zeundjua",slug:"tjiparuro-zeundjua",fullName:"Tjiparuro Zeundjua"},{id:"329552",title:"Dr.",name:"Oduetse",surname:"Matsebe",slug:"oduetse-matsebe",fullName:"Oduetse Matsebe"}],corrections:null},{id:"74437",title:"Taguchi Method as a Robust Design Tool",doi:"10.5772/intechopen.94908",slug:"taguchi-method-as-a-robust-design-tool",totalDownloads:546,totalCrossrefCites:1,totalDimensionsCites:2,hasAltmetrics:0,abstract:"Taguchi Method is a powerful technique to optimize performance of the products or process. Taguchi’s main purpose is to reduce the variability around the target value of product properties via a systematic application of statistical experimental design which called robust design. Robust Design is an important technique for product manufacturability and product life. Taguchi simplified the usage of orthogonal arrays to setup experimental design. Thanks to this development, researchers and engineers saved both time and money. Furthermore, Taguchi proposed the usage of S/N ratio in order to measure the effects of factors on the performance characteristics. In this study a brief knowledge about the Taguchi Method is given. Orthogonal Arrays and S/N ratios are described. Summary of a case study is given.",signatures:"Coşkun Hamzaçebi",downloadPdfUrl:"/chapter/pdf-download/74437",previewPdfUrl:"/chapter/pdf-preview/74437",authors:[{id:"326874",title:"Prof.",name:"Coşkun",surname:"Hamzaçebi",slug:"coskun-hamzacebi",fullName:"Coşkun Hamzaçebi"}],corrections:null},{id:"74408",title:"Optimized Portfolios: All Seasons Strategy",doi:"10.5772/intechopen.95122",slug:"optimized-portfolios-all-seasons-strategy",totalDownloads:306,totalCrossrefCites:0,totalDimensionsCites:0,hasAltmetrics:0,abstract:"Our study explores the efficient frontier of optimal investment, taking behind the Markowitz’s theory, while advocating a diversified portfolio to reduce risk. To perform it, six portfolio models are proposed, and its formation are made by a solver, where the selected solving method is the GRG Nonlinear engine for linear solver problems. Our main goal is to design portfolios that resists to financial crisis but at the same time persists in a wealthy period. We analyze the decade where we assisted to two crashes (2000–2010) and a semi-decade where we assist to a wealthy period (2011–2018). The assets used are varied, such as Equities indexes form various countries, sector equities, bonds, commodities, EURUSD exchange and VIX. Results show that the GRG Nonlinear engine is powerful, providing excess returns in all six models.",signatures:"Raúl D. Navas, Sónia R. Bentes and Helena V.G. Navas",downloadPdfUrl:"/chapter/pdf-download/74408",previewPdfUrl:"/chapter/pdf-preview/74408",authors:[{id:"153832",title:"Prof.",name:"Helena",surname:"Navas",slug:"helena-navas",fullName:"Helena Navas"},{id:"255620",title:"Prof.",name:"Raul",surname:"Navas",slug:"raul-navas",fullName:"Raul Navas"},{id:"255621",title:"Prof.",name:"Sónia R.",surname:"Bentes",slug:"sonia-r.-bentes",fullName:"Sónia R. Bentes"}],corrections:null},{id:"74331",title:"Influence of Injection Molding Parameters on the Mechanical Properties of Injected PC/ABS Parts",doi:"10.5772/intechopen.95089",slug:"influence-of-injection-molding-parameters-on-the-mechanical-properties-of-injected-pc-abs-parts",totalDownloads:515,totalCrossrefCites:1,totalDimensionsCites:1,hasAltmetrics:0,abstract:"This study optimized the influence of process parameters on the mechanical properties during injection molding (IM) of PC/ABS blend. The Taguchi method of design of experiments (DOE) was employed to optimize the process parameters and to increase the tensile strength and the elasticity module. Taguchi’s L9 (34) orthogonal array design was employed for the experimental plan. Process parameters of the injection molding such as material temperature, injection pressure, holding time, and mold temperature were studied with three levels. The Signal to noise (S/N) ratio for mechanical properties of PC/ABS blend using the Taguchi method was calculated. Taguchi’s results proposed two sets of optimal injection parameters conditions to achieve the best mechanical characteristics (σ, E). The (S/N) ratio results proved that the injection pressure was the more prominent than the other IM process parameters for the tensile strength, and the material temperature was the more prominent for the elasticity module.",signatures:"Fatma Hentati and Neila Masmoudi",downloadPdfUrl:"/chapter/pdf-download/74331",previewPdfUrl:"/chapter/pdf-preview/74331",authors:[{id:"328656",title:"Dr.",name:"Fatma",surname:"Hentati",slug:"fatma-hentati",fullName:"Fatma Hentati"},{id:"337025",title:"Prof.",name:"Neila",surname:"Masmoudi",slug:"neila-masmoudi",fullName:"Neila Masmoudi"}],corrections:null},{id:"74137",title:"Application of Taguchi Method in Optimization of Pulsed TIG Welding Process Parameter",doi:"10.5772/intechopen.93974",slug:"application-of-taguchi-method-in-optimization-of-pulsed-tig-welding-process-parameter",totalDownloads:358,totalCrossrefCites:0,totalDimensionsCites:0,hasAltmetrics:0,abstract:"Pulsed TIG welding is one of the most widely used welding processes in the metal manufacturing industry. In any fusion arc welding process, the bead width plays an important role in determining the welding strength and mechanical properties of the weld joint. This study present optimization of the pulsed TIG welding process parameter using Taguchi Philosophy. AISI 316/3136L austenite stainless steel 4mm is used for welding and for the establishment of the optimum combination of the process parameter and depending upon the functional requirement of the welded joint, the acceptable welded joint should have optimum bead width and minimum heat affected zone (HAZ) etc. An experiment was conducted using different welding condition and a mathematical model was constructed using the data collected from the experiment based on Taguchi L25 orthogonal array. Optimum parameter obtained for bead width is peak current 180 ampere, base current 100 ampere, pulse frequency 125Hz and pulse on time 40%.",signatures:"Asif Ahmad",downloadPdfUrl:"/chapter/pdf-download/74137",previewPdfUrl:"/chapter/pdf-preview/74137",authors:[{id:"327696",title:"Dr.",name:"Asif",surname:"Ahmad",slug:"asif-ahmad",fullName:"Asif Ahmad"}],corrections:null},{id:"71100",title:"Exponentially Weighted Moving Averages of Counting Processes When the Time between Events Is Weibull Distributed",doi:"10.5772/intechopen.90873",slug:"exponentially-weighted-moving-averages-of-counting-processes-when-the-time-between-events-is-weibull",totalDownloads:545,totalCrossrefCites:1,totalDimensionsCites:1,hasAltmetrics:0,abstract:"There are control charts for Poisson counts, zero-inflated Poisson counts, and over dispersed Poisson counts (negative binomial counts) but nothing on counting processes when the time between events (TBEs) is Weibull distributed. In our experience the in-control distribution for time between events is often Weibull distributed in applications. Counting processes are not Poisson distributed or negative binomial distributed when the time between events is Weibull distributed. This is a gap in the literature meaning that there is no help for practitioners when this is the case. This book chapter is designed to close this gap and provide an approach that could be helpful to those applying control charts in such cases.",signatures:"Ross Stewart Sparks and Hossein Hazrati-Marangaloo",downloadPdfUrl:"/chapter/pdf-download/71100",previewPdfUrl:"/chapter/pdf-preview/71100",authors:[{id:"227601",title:"Ph.D. Student",name:"Hossein",surname:"Hazrati-Marangaloo",slug:"hossein-hazrati-marangaloo",fullName:"Hossein Hazrati-Marangaloo"},{id:"312548",title:"Dr.",name:"Ross Stewart",surname:"Sparks",slug:"ross-stewart-sparks",fullName:"Ross Stewart Sparks"}],corrections:null},{id:"70939",title:"Simulation-Based Comparative Analysis of Nonparametric Control Charts with Runs-Type Rules",doi:"10.5772/intechopen.91040",slug:"simulation-based-comparative-analysis-of-nonparametric-control-charts-with-runs-type-rules",totalDownloads:492,totalCrossrefCites:2,totalDimensionsCites:4,hasAltmetrics:0,abstract:"In this chapter, we study well-known distribution-free Shewhart-type monitoring schemes based on order statistics. In order to empower the in- and out-of-control performance of the control charts being under consideration, several runs-type rules are enhanced. The simulation-based experimentation carried out reveals that the proposed schemes achieve remarkable efficiency for detecting possible shifts in the distribution of the underlying process.",signatures:"Ioannis S. Triantafyllou",downloadPdfUrl:"/chapter/pdf-download/70939",previewPdfUrl:"/chapter/pdf-preview/70939",authors:[{id:"315076",title:"Associate Prof.",name:"Ioannis S.",surname:"Triantafyllou",slug:"ioannis-s.-triantafyllou",fullName:"Ioannis S. Triantafyllou"}],corrections:null},{id:"71177",title:"Combining Capability Indices and Control Charts in the Process and Analytical Method Control Strategy",doi:"10.5772/intechopen.91354",slug:"combining-capability-indices-and-control-charts-in-the-process-and-analytical-method-control-strateg",totalDownloads:718,totalCrossrefCites:0,totalDimensionsCites:0,hasAltmetrics:0,abstract:"Different control charts in combination with the process capability indices, Cp, Cpm and Cpk, as part of the control strategy, were evaluated, since both are key elements in determining whether the method or process is reliable for its purpose. All these aspects were analyzed using real data from unitary processes and analytical methods. The traditional x-chart and moving range chart confirmed both analytical method and process are in control and stable and therefore, the process capability indices can be computed. We applied different criteria to establish the specification limits (i.e., analyst/customer requirements) for fixed method or process performance (i.e., process or method requirements). The unitary process does not satisfy the minimum capability requirements for Cp and Cpk indices when the specification limit and control limits are equal in breath. Therefore, the process needs to be revised; especially, a greater control in the process variation is necessary. For the analytical method, the Cpm and Cpk indices were computed. The obtained results were similar in both cases. For example, if the specification limits are set at ±3% of the target value, the method is considered “satisfactory” (1.22<Cpm<1.50) and no further stringent precision control is required.",signatures:"Alexis Oliva and Matías Llabrés",downloadPdfUrl:"/chapter/pdf-download/71177",previewPdfUrl:"/chapter/pdf-preview/71177",authors:[{id:"313168",title:"Associate Prof.",name:"Alexis",surname:"Oliva",slug:"alexis-oliva",fullName:"Alexis Oliva"},{id:"317693",title:"Prof.",name:"Matías",surname:"Llabrés",slug:"matias-llabres",fullName:"Matías Llabrés"}],corrections:null}],productType:{id:"1",title:"Edited Volume",chapterContentType:"chapter",authoredCaption:"Edited by"},subseries:null,tags:null},relatedBooks:[{type:"book",id:"106",title:"Supply Chain Management",subtitle:null,isOpenForSubmission:!1,hash:"5e9e8cec79b6ffe25eefcb7ec35083cc",slug:"supply-chain-management",bookSignature:"Pengzhong Li",coverURL:"https://cdn.intechopen.com/books/images_new/106.jpg",editedByType:"Edited by",editors:[{id:"19636",title:"Prof.",name:"Pengzhong",surname:"Li",slug:"pengzhong-li",fullName:"Pengzhong Li"}],equalEditorOne:null,equalEditorTwo:null,equalEditorThree:null,productType:{id:"1",chapterContentType:"chapter",authoredCaption:"Edited by"}},{type:"book",id:"7436",title:"New Trends in Industrial Automation",subtitle:null,isOpenForSubmission:!1,hash:"a6abb5722b5e27eb4b886a74f5aa4333",slug:"new-trends-in-industrial-automation",bookSignature:"Pengzhong Li",coverURL:"https://cdn.intechopen.com/books/images_new/7436.jpg",editedByType:"Edited by",editors:[{id:"19636",title:"Prof.",name:"Pengzhong",surname:"Li",slug:"pengzhong-li",fullName:"Pengzhong Li"}],equalEditorOne:null,equalEditorTwo:null,equalEditorThree:null,productType:{id:"1",chapterContentType:"chapter",authoredCaption:"Edited by"}},{type:"book",id:"632",title:"Wide Spectra of Quality Control",subtitle:null,isOpenForSubmission:!1,hash:"9f7ce64f86daee44a8c5604e8924de1c",slug:"wide-spectra-of-quality-control",bookSignature:"Isin Akyar",coverURL:"https://cdn.intechopen.com/books/images_new/632.jpg",editedByType:"Edited by",editors:[{id:"36323",title:"Dr.",name:"Isin",surname:"Akyar",slug:"isin-akyar",fullName:"Isin Akyar"}],equalEditorOne:null,equalEditorTwo:null,equalEditorThree:null,productType:{id:"1",chapterContentType:"chapter",authoredCaption:"Edited by"}},{type:"book",id:"95",title:"Applications and Experiences of Quality Control",subtitle:null,isOpenForSubmission:!1,hash:"4bcb22b1eee68210a977a97d5a0f363a",slug:"applications-and-experiences-of-quality-control",bookSignature:"Ognyan Ivanov",coverURL:"https://cdn.intechopen.com/books/images_new/95.jpg",editedByType:"Edited by",editors:[{id:"22230",title:"Prof.",name:"Ognyan",surname:"Ivanov",slug:"ognyan-ivanov",fullName:"Ognyan Ivanov"}],equalEditorOne:null,equalEditorTwo:null,equalEditorThree:null,productType:{id:"1",chapterContentType:"chapter",authoredCaption:"Edited by"}},{type:"book",id:"306",title:"Modern Approaches To Quality Control",subtitle:null,isOpenForSubmission:!1,hash:"4fffa0a7b63b610bad79c1bae3b991c9",slug:"modern-approaches-to-quality-control",bookSignature:"Ahmed Badr Eldin",coverURL:"https://cdn.intechopen.com/books/images_new/306.jpg",editedByType:"Edited by",editors:[{id:"47874",title:"Dr.",name:"Ahmed",surname:"Badr Eldin",slug:"ahmed-badr-eldin",fullName:"Ahmed Badr Eldin"}],equalEditorOne:null,equalEditorTwo:null,equalEditorThree:null,productType:{id:"1",chapterContentType:"chapter",authoredCaption:"Edited by"}},{type:"book",id:"3668",title:"Quality Management and Six Sigma",subtitle:null,isOpenForSubmission:!1,hash:null,slug:"quality-management-and-six-sigma",bookSignature:"Abdurrahman Coskun",coverURL:"https://cdn.intechopen.com/books/images_new/3668.jpg",editedByType:"Edited by",editors:[{id:"10406",title:"Associate Prof.",name:"Abdurrahman",surname:"Coskun",slug:"abdurrahman-coskun",fullName:"Abdurrahman Coskun"}],equalEditorOne:null,equalEditorTwo:null,equalEditorThree:null,productType:{id:"1",chapterContentType:"chapter",authoredCaption:"Edited by"}},{type:"book",id:"898",title:"System of Systems",subtitle:null,isOpenForSubmission:!1,hash:"289fb468f2d52b12e16f04f89198008a",slug:"system-of-systems",bookSignature:"Adrian V. 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Papaelias",coverURL:"https://cdn.intechopen.com/books/images_new/8623.jpg",editedByType:"Edited by",editors:[{id:"22844",title:"Prof.",name:"Fausto Pedro",surname:"García Márquez",slug:"fausto-pedro-garcia-marquez",fullName:"Fausto Pedro García Márquez"}],equalEditorOne:null,equalEditorTwo:null,equalEditorThree:null,productType:{id:"1",chapterContentType:"chapter",authoredCaption:"Edited by"}},{type:"book",id:"1591",title:"Infrared Spectroscopy",subtitle:"Materials Science, Engineering and Technology",isOpenForSubmission:!1,hash:"99b4b7b71a8caeb693ed762b40b017f4",slug:"infrared-spectroscopy-materials-science-engineering-and-technology",bookSignature:"Theophile Theophanides",coverURL:"https://cdn.intechopen.com/books/images_new/1591.jpg",editedByType:"Edited by",editors:[{id:"37194",title:"Dr.",name:"Theophile",surname:"Theophanides",slug:"theophile-theophanides",fullName:"Theophile Theophanides"}],equalEditorOne:null,equalEditorTwo:null,equalEditorThree:null,productType:{id:"1",chapterContentType:"chapter",authoredCaption:"Edited by"}}],ofsBooks:[]},correction:{item:{id:"66302",slug:"corrigendum-to-the-role-of-cytokines-in-orthodontic-tooth-movement",title:"Corrigendum to: The Role of Cytokines in Orthodontic Tooth Movement",doi:null,correctionPDFUrl:"https://cdn.intechopen.com/pdfs/66302.pdf",downloadPdfUrl:"/chapter/pdf-download/66302",previewPdfUrl:"/chapter/pdf-preview/66302",totalDownloads:null,totalCrossrefCites:null,bibtexUrl:"/chapter/bibtex/66302",risUrl:"/chapter/ris/66302",chapter:{id:"63306",slug:"the-role-of-cytokines-in-orthodontic-tooth-movement",signatures:"Amila Vujacic, Jasna Pavlovic and Aleksandra Konic-Ristic",dateSubmitted:"April 22nd 2018",dateReviewed:"July 9th 2018",datePrePublished:"November 9th 2018",datePublished:"April 10th 2019",book:{id:"7139",title:"Current Approaches in Orthodontics",subtitle:null,fullTitle:"Current Approaches in Orthodontics",slug:"current-approaches-in-orthodontics",publishedDate:"April 10th 2019",bookSignature:"Belma Işık Aslan and Fatma Deniz Uzuner",coverURL:"https://cdn.intechopen.com/books/images_new/7139.jpg",licenceType:"CC BY 3.0",editedByType:"Edited by",editors:[{id:"42847",title:"Dr.",name:"Belma",middleName:null,surname:"Işik Aslan",slug:"belma-isik-aslan",fullName:"Belma Işik Aslan"}],productType:{id:"1",title:"Edited Volume",chapterContentType:"chapter",authoredCaption:"Edited by"}},authors:[{id:"255738",title:"Associate Prof.",name:"Amila",middleName:null,surname:"Vujacic",fullName:"Amila Vujacic",slug:"amila-vujacic",email:"amilavujacic@gmail.com",position:null,institution:null},{id:"264430",title:"Prof.",name:"Jasna",middleName:null,surname:"Pavlovic",fullName:"Jasna Pavlovic",slug:"jasna-pavlovic",email:"drjasnapavlovic@gmail.com",position:null,institution:null},{id:"264432",title:"Dr.",name:"Aleksandra",middleName:null,surname:"Konic",fullName:"Aleksandra Konic",slug:"aleksandra-konic",email:"sandrakonic@gmail.com",position:null,institution:null}]}},chapter:{id:"63306",slug:"the-role-of-cytokines-in-orthodontic-tooth-movement",signatures:"Amila Vujacic, Jasna Pavlovic and Aleksandra Konic-Ristic",dateSubmitted:"April 22nd 2018",dateReviewed:"July 9th 2018",datePrePublished:"November 9th 2018",datePublished:"April 10th 2019",book:{id:"7139",title:"Current Approaches in Orthodontics",subtitle:null,fullTitle:"Current Approaches in Orthodontics",slug:"current-approaches-in-orthodontics",publishedDate:"April 10th 2019",bookSignature:"Belma Işık Aslan and Fatma Deniz Uzuner",coverURL:"https://cdn.intechopen.com/books/images_new/7139.jpg",licenceType:"CC BY 3.0",editedByType:"Edited by",editors:[{id:"42847",title:"Dr.",name:"Belma",middleName:null,surname:"Işik Aslan",slug:"belma-isik-aslan",fullName:"Belma Işik Aslan"}],productType:{id:"1",title:"Edited Volume",chapterContentType:"chapter",authoredCaption:"Edited by"}},authors:[{id:"255738",title:"Associate Prof.",name:"Amila",middleName:null,surname:"Vujacic",fullName:"Amila Vujacic",slug:"amila-vujacic",email:"amilavujacic@gmail.com",position:null,institution:null},{id:"264430",title:"Prof.",name:"Jasna",middleName:null,surname:"Pavlovic",fullName:"Jasna Pavlovic",slug:"jasna-pavlovic",email:"drjasnapavlovic@gmail.com",position:null,institution:null},{id:"264432",title:"Dr.",name:"Aleksandra",middleName:null,surname:"Konic",fullName:"Aleksandra Konic",slug:"aleksandra-konic",email:"sandrakonic@gmail.com",position:null,institution:null}]},book:{id:"7139",title:"Current Approaches in Orthodontics",subtitle:null,fullTitle:"Current Approaches in Orthodontics",slug:"current-approaches-in-orthodontics",publishedDate:"April 10th 2019",bookSignature:"Belma Işık Aslan and Fatma Deniz Uzuner",coverURL:"https://cdn.intechopen.com/books/images_new/7139.jpg",licenceType:"CC BY 3.0",editedByType:"Edited by",editors:[{id:"42847",title:"Dr.",name:"Belma",middleName:null,surname:"Işik Aslan",slug:"belma-isik-aslan",fullName:"Belma Işik Aslan"}],productType:{id:"1",title:"Edited Volume",chapterContentType:"chapter",authoredCaption:"Edited by"}}},ofsBook:{item:{type:"book",id:"11898",leadTitle:null,title:"Glycerol - Current Catalytic and Biochemical Processes for Sustainability",subtitle:null,reviewType:"peer-reviewed",abstract:"
\r\n\tGlycerol has attracted attention as its global production has increased excessively due to the rapid growth of the biodiesel industry, resulting in a dramatic decrease in its market price. Additionally, according to the Organization for Economic Cooperation and Development (OECD) and the Food and Agriculture Organization of the United Nations (FAO), it is expected that glycerol production from the biodiesel industry will reach and remain around 4.4 billion liters per year between 2020 and 2028.
\r\n
\r\n\tOn the other hand, the progressive decrease of oil reserves has led not only to the production of renewable fuels but also to the development of clean and sustainable technologies to obtain chemical compounds, which are usually employed in industry as raw materials to produce many several daily-use products, seeking to minimize the dependence on the petroleum industry. Thereby, biomass-derived compounds are promising feedstocks to obtain diverse products of technological and industrial interest.
\r\n
\r\n\tIn this context, in recent years, intensive research has been carried out to develop valorization processes so that glycerol goes from its current state as a by-product to raw material for the synthesis of other compounds. \r\n\tThis book aims to expose the recent advances in the research and development of chemical and biochemical processes to obtain bio-based chemical compounds and fuels from glycerol.
\r\n
\r\n\tChapters dealing with the synthesis and characterization of catalysts (single and mixed hydroxides and oxides, supported catalysts, zeolites, heteropolyacids, pillared-clays, and metal-organic frameworks) and biocatalysts (novel microbial and fungi cultures, immobilized cells, immobilized enzymes, and nanobiocatalysts) to carry out the conversion of glycerol, as well as their testing in discontinuous and continuous stirred reactors, fixed-bed, fluidized-bed, trickle-bed, bubble column, airlift and membrane (bio)reactors are welcome.
\r\n
\r\n\tThe book will comprise, but will not be limited to, the homogeneous and heterogeneous chemical reactions of glycerol such as dehydration, hydrogenolysis, partial oxidation, steam- and dry-reforming, glycerol to hydrocarbon fuels and aromatics, (trans)esterification, etherification, halogenation, ammoxidation, as well as supercritical, and photocatalytic processes.
\r\n
\r\n\tAdditionally, we hope to cover the bioprocessing of glycerol, including microbial and fungal fermentation and enzymatic reactions to obtain C2-C4 alcohols, diols, hydrogen, methane, organic acids, dihydroxyacetone, biopolymers, and others. \r\n\tThe book will also deal with the engineering aspects of glycerol processing, such as chemical equilibrium of glycerol reactions, reaction kinetics, (bio)reactor modeling, as well as process simulation and optimization of process variables and reactors.
",isbn:"978-1-83969-849-1",printIsbn:"978-1-83969-848-4",pdfIsbn:"978-1-83969-850-7",doi:null,price:0,priceEur:0,priceUsd:0,slug:null,numberOfPages:0,isOpenForSubmission:!0,isSalesforceBook:!1,isNomenclature:!1,hash:"f4b04aa4b82f5a8f2de916212b20da55",bookSignature:"Ph.D. Israel Pala-Rosas, Dr. Jose Salmones and Prof. Jose Luis Contreras Larios",publishedDate:null,coverURL:"https://cdn.intechopen.com/books/images_new/11898.jpg",keywords:"Value-Added Compounds, Commodities, Fuels, Homogeneous Catalysis, Heterogeneous Catalysis, Supercritical Processing, Microbial Fermentation, Enzymatic Reactions, Biocatalysis, Chemical Equilibrium, Reaction Kinetics, (Bio)reactor Modeling",numberOfDownloads:null,numberOfWosCitations:0,numberOfCrossrefCitations:null,numberOfDimensionsCitations:null,numberOfTotalCitations:null,isAvailableForWebshopOrdering:!0,dateEndFirstStepPublish:"April 29th 2022",dateEndSecondStepPublish:"July 1st 2022",dateEndThirdStepPublish:"August 30th 2022",dateEndFourthStepPublish:"November 18th 2022",dateEndFifthStepPublish:"January 17th 2023",dateConfirmationOfParticipation:null,remainingDaysToSecondStep:"5 days",secondStepPassed:!1,areRegistrationsClosed:!1,currentStepOfPublishingProcess:2,editedByType:null,kuFlag:!1,biosketch:"Dr. Pala-Rosas has experience in the areas of production and quality in the canned food and beverage industry, and also in the processing of triglycerides for the production of soap and biodiesel. He focuses his work on the synthesis, characterization, and testing of catalysts, as well as the design and analysis of chemical and biochemical reactors. He has authored and co-authored numerous journal papers, book chapters, and other publications.",coeditorOneBiosketch:"Dr. José Salmones is the author of 65 international indexed articles, co-author of a published book, author of two book chapters, and author of 27 registered patents, out of which 20 have been granted by the Instituto Mexicano del Petróleo and 2 by the Instituto Politécnico Nacional. He has participated in national and international forums with 217 papers. Since 1986, he is a level II member of the National System of Researchers in Mexico.",coeditorTwoBiosketch:"Dr. Contreras has more than 40 years of industrial and research experience in topics related to heterogeneous catalysis. He is the author of several patents and international indexed articles. His research and application areas are focused on the synthesis and characterization of catalysts for processes in chemical and environmental engineering such as the production of niacinamide from glycerol among others. He is a level I member of the National System of Researchers in Mexico.",coeditorThreeBiosketch:null,coeditorFourBiosketch:null,coeditorFiveBiosketch:null,editors:[{id:"284261",title:"Ph.D.",name:"Israel",middleName:null,surname:"Pala-Rosas",slug:"israel-pala-rosas",fullName:"Israel Pala-Rosas",profilePictureURL:"https://mts.intechopen.com/storage/users/284261/images/system/284261.jpg",biography:"Israel Pala-Rosas is a biochemical engineer at the Instituto Tecnológico de Tehuacán (Tehuacán, México), with a Master\\'s degree in chemical engineering from the Benemérita Universidad Autónoma de Puebla (Puebla, México) and a Ph.D. in chemical engineering from the School of Chemical Engineering and Extractive Industries of the Instituto Politécnico Nacional (México).\nDr. Pala-Rosas has experience in the areas of production and quality in the canned food and beverage industry, and also in the processing of triglycerides for the production of soap and biodiesel. In addition, he has served as a professor at higher level institutions where he has been co-director of thesis and synodal at the undergraduate and graduate levels in works on catalysis, reactor modeling, and separation processes.\nHis interest lays in the research and development of catalytic and biotechnological processes for the transformation of biomass-derived molecules to compounds of technological and industrial interest. He focuses his work on the synthesis, characterization, and testing of catalysts, as well as the design and analysis of chemical and biochemical reactors. Areas related to the catalytic processes, such as chemical thermodynamics, unit operations, and economics, are also under his scope.",institutionString:"Instituto Politécnico Nacional",position:null,outsideEditionCount:0,totalCites:0,totalAuthoredChapters:"1",totalChapterViews:"0",totalEditedBooks:"1",institution:{name:"Instituto Politécnico Nacional",institutionURL:null,country:{name:"Mexico"}}}],coeditorOne:{id:"284262",title:"Dr.",name:"Jose",middleName:null,surname:"Salmones",slug:"jose-salmones",fullName:"Jose Salmones",profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0030O00002bRe9pQAC/Profile_Picture_2022-04-22T09:36:13.jpg",biography:"José Salmones graduated with a Ph.D. from the Universidad Autónoma Metropolitana-Iztapalapa (Mexico), an M.A. in Chemical Engineering from the Universidad Autónoma Metropolitana-Iztapalapa (Mexico) and is a chemical engineer from the Universidad Veracruzana (Veracruz, Mexico). \r\nDr. Salmones has taught numerous courses in the Postgraduate Studies and Research Section of the Higher School of Chemical Engineering and Extractive Industries of the Instituto Politécnico Nacional (Mexico), his place of assignment since 2004. Previously, he has held various positions at the Instituto Mexicano del Petróleo and at the Universidad Autónoma Metropolitana. He is the author of 65 international indexed articles, co-author of a published book, author of two book chapters, and has 27 registered patents, out of which 20 have been granted by the Instituto Mexicano del Petróleo and 2 by the Instituto Politécnico Nacional. He has participated in national and international forums with 217 papers. He has supervised 18 bachelor's thesis, 10 master's, and 2 doctorates. He is a member of the National System of Researchers in Mexico since 1986 and currently has level II.\r\nThe current research of Dr. Salmones deals with the synthesis and application of catalysts and nanostructured materials for the synthesis and storage of hydrogen and carbon dioxide.",institutionString:"ESIQIE-Instituto Politecnico Nacional",position:null,outsideEditionCount:0,totalCites:0,totalAuthoredChapters:"1",totalChapterViews:"0",totalEditedBooks:"0",institution:null},coeditorTwo:{id:"468481",title:"Prof.",name:"Jose Luis",middleName:null,surname:"Contreras Larios",slug:"jose-luis-contreras-larios",fullName:"Jose Luis Contreras Larios",profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",biography:"Dr. Contreras is dedicated to doing research work on new catalysts for the chemical, environmental, and petroleum industries. His interests include: making modeling in heterogeneous catalytic reactors. researching new technologies for characterizing heterogeneous catalysts, investigating new processes of catalytic pyrolysis of solid waste, researching new catalysts for the production of hydrogen from alcohols and methane, and investigating the production of solid microspheres as support for heterogeneous catalysts.",institutionString:"Universidad Autónoma Metropolitana",position:null,outsideEditionCount:0,totalCites:0,totalAuthoredChapters:"0",totalChapterViews:"0",totalEditedBooks:"0",institution:{name:"Universidad Autónoma Metropolitana",institutionURL:null,country:{name:"Mexico"}}},coeditorThree:null,coeditorFour:null,coeditorFive:null,topics:[{id:"8",title:"Chemistry",slug:"chemistry"}],chapters:null,productType:{id:"1",title:"Edited Volume",chapterContentType:"chapter",authoredCaption:"Edited by"},personalPublishingAssistant:{id:"453624",firstName:"Martina",lastName:"Scerbe",middleName:null,title:"Ms.",imageUrl:"https://mts.intechopen.com/storage/users/453624/images/20399_n.jpg",email:"martina.s@intechopen.com",biography:null}},relatedBooks:[{type:"book",id:"1591",title:"Infrared Spectroscopy",subtitle:"Materials Science, Engineering and Technology",isOpenForSubmission:!1,hash:"99b4b7b71a8caeb693ed762b40b017f4",slug:"infrared-spectroscopy-materials-science-engineering-and-technology",bookSignature:"Theophile Theophanides",coverURL:"https://cdn.intechopen.com/books/images_new/1591.jpg",editedByType:"Edited by",editors:[{id:"37194",title:"Dr.",name:"Theophile",surname:"Theophanides",slug:"theophile-theophanides",fullName:"Theophile Theophanides"}],productType:{id:"1",chapterContentType:"chapter",authoredCaption:"Edited by"}},{type:"book",id:"3161",title:"Frontiers in Guided Wave Optics and Optoelectronics",subtitle:null,isOpenForSubmission:!1,hash:"deb44e9c99f82bbce1083abea743146c",slug:"frontiers-in-guided-wave-optics-and-optoelectronics",bookSignature:"Bishnu Pal",coverURL:"https://cdn.intechopen.com/books/images_new/3161.jpg",editedByType:"Edited by",editors:[{id:"4782",title:"Prof.",name:"Bishnu",surname:"Pal",slug:"bishnu-pal",fullName:"Bishnu Pal"}],productType:{id:"1",chapterContentType:"chapter",authoredCaption:"Edited by"}},{type:"book",id:"3092",title:"Anopheles mosquitoes",subtitle:"New insights into malaria vectors",isOpenForSubmission:!1,hash:"c9e622485316d5e296288bf24d2b0d64",slug:"anopheles-mosquitoes-new-insights-into-malaria-vectors",bookSignature:"Sylvie Manguin",coverURL:"https://cdn.intechopen.com/books/images_new/3092.jpg",editedByType:"Edited by",editors:[{id:"50017",title:"Prof.",name:"Sylvie",surname:"Manguin",slug:"sylvie-manguin",fullName:"Sylvie Manguin"}],productType:{id:"1",chapterContentType:"chapter",authoredCaption:"Edited by"}},{type:"book",id:"371",title:"Abiotic Stress in Plants",subtitle:"Mechanisms and Adaptations",isOpenForSubmission:!1,hash:"588466f487e307619849d72389178a74",slug:"abiotic-stress-in-plants-mechanisms-and-adaptations",bookSignature:"Arun Shanker and B. 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\n
1. Introduction
\n
Quinazoline and quinazolinones are the compounds made up of two fused six-membered simple aromatic rings, structure compound containing benzene fused to pyrimidine. This quinazoline ring system consist a structural fragments of about 150–160 natural alkaloids. The first derivative of quinazoline was prepared in 1869 by Griess as 2-cyano-3,4-dihydro-4-oxoquinazoline. This compound bicyclic called as bicyanoamido benzoyl and obtained by the reaction of cyanogens with anthranilic acid [1].
\n
Many of these derivatives possess broad range of biological properties such as antimalarial, antimicrobial, diuretic, anticancer, antiviral, antifungal, antiprotozoal, anti-inflammatory, muscle relaxant, antitubercular, antidepressant, anticonvulsant, weedicide and many others [2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20]. Quinazoline and quinazolinone compounds are also useful nucleus in preparation of various functional materials for synthetic chemistry and also present in various drugs molecules (\nFigure 1\n).
\n
Figure 1.
Biological active drugs containing quinazoline and quinazolinone.
\n
Schiff bases (imines) are well known for their application and are useful intermediates in organic synthesis. These compounds have intrinsic biological activities including anticancer, antitumour, antitubercular, antioxidant and antiproliferative activity. The combination of quinazoline nucleus with imines further may increase the pharmacological activity, in view of these studies I plan to synthesize four new Schiff bases containing quinazoline (\nFigure 2\n).
\n
Figure 2.
Synthesis of heterocyclic Schiff bases 2a–d.
\n
\n
\n
2. Chemistry
\n
The chemistry of quinazolines was reviewed by a scientist, Williamson in 1957 and then by Lindquist in 1959 and brought up to date by Armarego in 1963. Quinazolines is stable in cold dilute acid and alkaline solutions, but it is destroyed when these solutions are boiled. O-Amino benzaldehyde, ammonia, and formic acid are formed when quinazoline is boiled with hydrochloric acid.
\n
\n
2.1 Experimental methods quinazoline based Schiff bases
\n
Melting points were determined in open capillary tubes and are uncorrected. FT-IR spectra were recorded in KBr pellets on a Perkin-Elmer [8201] spectrometer. 1H NMR spectra were recorded on a Gemini 300-MHz instrument in DMSO-d6 as the solvent and TMS was used as an internal standard. The mass spectra were recorded on SHIMADZU (GCMS-QP 1000 EX) GC-EI-MS spectrometer. Elemental analyses were performed on a Perkin-Elmer 240 CHN elemental analyzer. Purification of the compound was indicated using TLC (ethyl acetate/cyclohexane (0.25 mL:0.25 mL, v/v) as the mobile phase).
\n
\n
\n
2.2 Procedure for preparation of quinazoline based Schiff bases
\n
In 50 mL of round bottom flask, mixture of 3-amino-2-methyl-3H-quinazolin-4-one (0.01 M) and substituted acteonaphthanones (0.01 M) was dissolved in ethyl alcohol (15 mL). To this reaction mixture acetic acid (0.001 M) was added and resultant reaction mixture was refluxed for 2–3 h. On completion of reaction as monitored by TLC (ethyl acetate:cyclohexane, 0.25 mL:0.25 mL, v/v as the mobile phase) the reaction mixture was work-up using cold water to obtained crud solid product. The separated solid was filtered and recrystallized from ethanol to yield pure Schiff’s bases.
The author has reported the synthesis of novel series of quinazolines based Schiff bases from hydroxynaphthanones and 3-amino-2-methyl-3H-quinazolin-4-one using classical procedure under slightly acidic conditions.
\n
\n
\n
4. Result and discussion
\n
Quinazoline derivatives are further classified into the following main five categories. This classification is on the basis of their substitution patterns present in the ring system [3]. These are 2-substituted-4(3H)-quinazolinones, 3-substituted-4(3H)-quinazolinones, 4-substituted-quinazolines, 2,3-disubstituted-4(3H)-quinazolinones, and 2,4-disubstituted-4(3H)-quinazolinones. In view of the importance of quinazoline derivatives, the present study describes the synthesis of some important quinazoline based imines. The mixture of corresponding 3-amino-2-methyl-3H-quinazolin-4-one and substituted naphthnones treated in presence slightly acidic condition under reflux for 3 h to give formation imines (\nFigure 2\n). The formation of imines confirmed on the basis of spectral data, the IR spectra reveals the stretching band around 1630 cm−1 is due to imines C=N. The NMR reveals the absence of –NH2 protons around δ 5.2 confirms the condensation reaction carried successfully. The mass spectrum of compounds 2a–d gives molecular ion which is corresponding to molecular weight of products.
\n
\n
Conflict of interest
The authors confirm that this article content has no conflict of interest.
\n',keywords:"synthesis, quinazolines, heterocyclic Schiff bases, naphthnones",chapterPDFUrl:"https://cdn.intechopen.com/pdfs/71490.pdf",chapterXML:"https://mts.intechopen.com/source/xml/71490.xml",downloadPdfUrl:"/chapter/pdf-download/71490",previewPdfUrl:"/chapter/pdf-preview/71490",totalDownloads:539,totalViews:0,totalCrossrefCites:0,totalDimensionsCites:0,totalAltmetricsMentions:0,impactScore:0,impactScorePercentile:33,impactScoreQuartile:2,hasAltmetrics:0,dateSubmitted:"May 13th 2019",dateReviewed:"September 23rd 2019",datePrePublished:"March 19th 2020",datePublished:"May 6th 2020",dateFinished:"March 19th 2020",readingETA:"0",abstract:"3-amino-2-methylquinolin-4(3H)-one on condensation with different substituted naphthanones in presence of acetic acid under classical procedure to affords novel series of Schiff bases containing quinazoline moiety. The procedure is simple and easy to obtain the resultant quinazoline Schiff bases in good yields. The product 2a–d is purified by crystallization in pure 94% ethanol and characterized by thin layer chromatography. The newly synthesized imines (Schiff bases) are confirmed on the basis of spectral techniques, 1H NMR, IR, and mass spectroscopy.",reviewType:"peer-reviewed",bibtexUrl:"/chapter/bibtex/71490",risUrl:"/chapter/ris/71490",book:{id:"9405",slug:"quinazolinone-and-quinazoline-derivatives"},signatures:"Sainath Bhanudas Zangade",authors:[{id:"304895",title:"Dr.",name:"Sainath",middleName:null,surname:"Zangade",fullName:"Sainath Zangade",slug:"sainath-zangade",email:"drsbz@rediffmail.com",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",institution:null}],sections:[{id:"sec_1",title:"1. Introduction",level:"1"},{id:"sec_2",title:"2. Chemistry",level:"1"},{id:"sec_2_2",title:"2.1 Experimental methods quinazoline based Schiff bases",level:"2"},{id:"sec_3_2",title:"2.2 Procedure for preparation of quinazoline based Schiff bases",level:"2"},{id:"sec_5",title:"3. Conclusion",level:"1"},{id:"sec_6",title:"4. Result and discussion",level:"1"},{id:"sec_10",title:"Conflict of interest",level:"1"}],chapterReferences:[{id:"B1",body:'\nArmarego WLF. A text book of quinazolines. Advances in Heterocyclic Chemistry. 1963;1:253-309. DOI: 10.1016/S0065-2725(08)60527-9\n'},{id:"B2",body:'\nRajveer CH, Swarnalatha CH, Stephen RB, Sudhrshini S. Synthesis of 6-bromo-oxo quinazoline derivatives and their pharamcological activities. International Journal of Chemistry Research. 2010;1:21-24\n'},{id:"B3",body:'\nAlafeefy AM, Kadi AA, Al-Deeb OA. Synthesis, analgesic and anti-inflammatory evaluation of some novel quinazoline derivatives. European Journal of Medicinal Chemistry. 2010;45:4947-4952\n'},{id:"B4",body:'\nSalunkhe PS, Patel HM, Shimpi RD, Lalwani NN. Study of analgesic & anti-inflammatory evaluation of some 2,3-dihydroquinozoline-4-one derivatives. International Journal of Pharmaceutical Research. 2010;2:974-987\n'},{id:"B5",body:'\nAanandhi MV, Velmurugan V, Shanmugapriya S. Synthesis, characterization and biological evaluation of 3,4-dihydro quinazoline2(H)-one derivatives. Journal of Chemical and Pharmaceutical Research. 2011;2:676-683\n'},{id:"B6",body:'\nPatel HU, Patel RS, Patel CN. Synthesis and antihypertensive activity of some quinazoline derivatives. Journal of Applied Pharmaceutical Science. 2013;3:171-174\n'},{id:"B7",body:'\nHonkane E, Kairisalo P, Nore P, Karppanen H. Synthesis and antihypertensive activity of some new quinazoline derivatives. Journal of Medicinal Chemistry. 1983;10:1433-1438\n'},{id:"B8",body:'\nAly AA. Synthesis and antimicrobial activity of some annelated quinazoline derivatives. Journal of the Chinese Chemical Society. 2007;54:437-446\n'},{id:"B9",body:'\nSelvam TP, Kumar PV, Rajaram C. Synthesis and antimicrobial activity of novel thiazoloquinazoline derivatives. International Journal of Pharma Sciences. 2010;2:119-122\n'},{id:"B10",body:'\nBreak LM, Mosselhi MA. Synthesis, structure and antimicrobial activity of new 3 and 2-arylmethyl and arylacyl-3H[1,2,4]triazino[3,2-b]-quinazoline-2,6(1H) diones as expected as DNA fluorphores. Journal of Chemical Sciences. 2012;5:23-28\n'},{id:"B11",body:'\nKiruthiga B, Ilango K, Valentina P. Synthesis of some new 2-substituted quinazolin-4-one derivatives and their biological activities. International Journal of PharmTech Research. 2009;4:1503-1506\n'},{id:"B12",body:'\nEl-helby AG, Abdel Wahab MH. Design and synthesis of some new derivatives of 3H-quinazolin-4-one with promising anticonvulsant activity. Acta Pharmaceutica. 2003;53:127-138\n'},{id:"B13",body:'\nIlangovan P, Ganguly S, Pandi V, Stables JP. Design and synthesis of novel quinazolinone derivatives as broad spectrum anticonvulsants. Scholars Research Library. 2010;1:13-21\n'},{id:"B14",body:'\nNerkar AG, Saxena AK, Ghone SA. In silico screening, synthesis and in vitro evaluation of some quinazolinone and pyridine derivatives as dihydrofolate reductase inhibitors for anticancer activity. Journal of Chemotherapy. 2009;6:97-102\n'},{id:"B15",body:'\nManasa K, Sidhaye RV, Radhika G, Nalini CN. Synthesis, antioxidant and anticancer activity of quinazoline derivatives. Current Pharma Research. 2011;2:101-105\n'},{id:"B16",body:'\nGuan J, Zhang Q , O’Neil M. Antimalarial activities of new pyrrolo[3,2-f]quinazoline-1,3-diamine derivatives. American Society for Microbiology. 2005;12:4928-4933\n'},{id:"B17",body:'\nWang HJ, Wei CX, Deng XQ. Synthesis and evaluation on anticonvulsant and antidepressant activities of 5-alkoxy tetrazolo[1,5-a]quinazolines. Archiv der Pharmazie. 2009;11:671-675\n'},{id:"B18",body:'\nEl-enany MM, El-meligie SM, Abdou N, El-nassan B. Synthesis and antimicrobial activity of some 3,5-diaryl-4,5-dihydropyrazole derivatives. Oriental Journal of Chemistry. 2010;4:1265-1270\n'},{id:"B19",body:'\nKhalil OM, Refaat HM. Synthesis and antiinflammatory activity of some 3,5-diaryl-4,5-dihydropyrazole derivatives. Oriental Journal of Chemistry. 2011;4:1581-1591\n'},{id:"B20",body:'\nKumar A, Verma RS, Jaju BP, Sinha JN. Synthesis and biological properties of 4-(3H)-quinazolone derivatives. Journal of the Indian Chemical Society. 1990;67:920-921\n'}],footnotes:[],contributors:[{corresp:"yes",contributorFullName:"Sainath Bhanudas Zangade",address:"drsbz@rediffmail.com",affiliation:'
Department of Chemistry, Madhavrao Patil ACS College, Parbhani, Maharashtra, India
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Flowers",slug:"in-vivo-potential-anti-inflammatory-activity-of-extracts-from-calendula-arvensis-ca-flowers",signatures:"Abdulmalik Abdullah Abudunia, Rabie Kamal, Nabeel Muhsen Ziad,\nMethaq Algabr, Khadija Khedid, Katim Alaoui, M’Hammed Ansar\nand Azeddine Ibrahimi",authors:[{id:"203091",title:"Dr.",name:"Abdul-Malik",middleName:null,surname:"Abudunia",fullName:"Abdul-Malik Abudunia",slug:"abdul-malik-abudunia"}]},{id:"54512",title:"Apoptotic Effects of Etodolac in Breast Cancer Cell Cultures",slug:"apoptotic-effects-of-etodolac-in-breast-cancer-cell-cultures",signatures:"Oya Orun, Pınar Mega Tiber and Sevgi Koçyiğit Sevinç",authors:[{id:"197828",title:"Associate Prof.",name:"Oya",middleName:null,surname:"Orun",fullName:"Oya Orun",slug:"oya-orun"},{id:"197833",title:"Dr.",name:"Pinar",middleName:null,surname:"Mega Tiber",fullName:"Pinar Mega Tiber",slug:"pinar-mega-tiber"},{id:"197835",title:"Mrs.",name:"Sevgi",middleName:null,surname:"Kocyigit",fullName:"Sevgi 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Single-Family Home",doi:"10.5772/intechopen.85929",slug:"structural-design-of-a-typical-american-wood-framed-single-family-home",body:'\n
\n
1. Introduction
\n
The prevailing system used for the construction of single-family homes in the USA is platform framing using light wooden dimensional lumber. Structural assemblies such as the roof, floors, and walls are generally constructed with nominal 50.8 mm (2 inch) lumber members ranging in nominal depths from 101.6 to 304.8 mm (4–12 inches) and sheathed with structural wood panels for stability and security, such as oriented strand board (OSB) or plywood.
\n
Wood structural materials are preferred by US homebuilders largely because (1) the US home building industry is mostly familiar with wood framing method, (2) the units of construction (i.e., studs, joists, panels, etc.) are small and easily transportable, and (3) wood-framed structures can be erected without the need for specialized tools or large equipment.
\n
In this chapter, the complete process of designing a typical US residential dwelling using wood-frame systems will be illustrated. The typical US design methodology and basis will be used to accomplish the designs. The International Residential Code (IRC) [1] is the design basis used by most authorities to regulate the design and construction of single-family residences. The following major aspects are discussed in this chapter:
Provide introductory material such as the description of the home to be designed, applicable design codes, and external loading assessment for residential structures.
Design the home using a wood-framed platform system. The load path will be discussed as well as specific design codes relating to wood-framed structures. The result of specifying and detailing typical structural elements of the home will be specified and details provided.
\n
The scope is limited to the structural design and performance of one single-family residential dwelling. The load-bearing wall systems are the primary components of the building enclosure, and the structural properties of the wall system are only one of many considerations that must be taken into account. While cladding compatibility, thermal performance or the hygrothermal characteristics of a wall system are very important, such aspects are not the focus of this study and will not be discussed.
\n
The home design considered in this study is a two-story regular-shaped home with a basement and attached two-car garage. The floor plan was provided by S&A Homes, which is a midsized homebuilder that builds homes and provides architectural design services to customers in Pennsylvania and West Virginia. The floor plans and drawings for one of their standard home packages are provided in the Appendix. Clients of S&A Homes can select this floor plan from an array of floor plans and make slight variations to it if desired. S&A Homes will then design, detail, and construct the home for the client on the chosen lot, typically one of S&A’s own residential developments.
\n
The home plan/style shown in the Appendix is a popular model in S&A’s territory and is representative of the size and style of homes desired by the average homebuyer of this decade. The home consists of nearly 214 m2 (2300 ft2) of finished floor area with the basement available for finishing if so desired by the prospective homeowner. The floor plan has features typically seen in modern homes. The first floor contains a large kitchen open to the family room with access to both the dining room and the attached two-car garage. The second floor has four bedrooms with the master suite containing its own large bathroom as well as a sitting area and walk-in closet (WIC).
\n
\n
\n
2. Applicable codes and standards
\n
The IRC is the prevailing design code used for the construction of one- or two-family dwellings in the USA. The 2015 IRC [1] is the current adopted code in the State College, PA area, and will be used as the governing design code for this study. In order to construct a single-family dwelling, the homebuilder must first apply to the local code office for a building permit. It is necessary to provide a complete architectural plan set detailing how the builder intends to comply with the requirements of the IRC, along with several other items such as the manual J [2] heat loss-gain calculations for the structure and selection of energy compliance path. The IRC largely provides a prescriptive basis for home design and in many instances is adequate for single-family home design. The envelope and structural components are typically selected by the architect, builder, or homeowner from design tables within the code. If prefabricated engineered components such as I-joists, laminated veneer lumber (LVL) components, or roof trusses are used in design, a structural engineer is required to review their specification and application.
\n
This is typically the extent of a structural engineer’s involvement in residential design other than specialized situations not covered by the IRC and occasionally foundation design. If engineered design is necessary in conjunction with the prescriptive standards, then compliance with the 2015 International Building Code (IBC) [3] requirements for those portions of the design is required. Engineers will conduct their analysis based on requirement set forth in the IRC, IBC if necessary, and ASCE 7-10 minimum design loads for buildings and other structures (ASCE 7) [4] [ASCE stands for American Society of Civil Engineers]. The IRC and IBC also permit designers to refer to the 2015 AWC Wood Frame Construction Manual (WFCM) [5] for an alternative prescriptive or engineered approach [AWC stands for American Wood Council].
\n
\n
\n
3. External load determination and serviceability requirements
\n
This study will focus on the appropriate residential structural building loads for the State College, PA area, for an example design case. The designs will include only the effects of dead loading, floor live loading, roof live loading, snow loading, and wind loading. Residential structures in ordinary situations are designed to resist both gravity loads and lateral loads. External loading for homes is prescribed in either Chapter 3 of the 2015 IRC or in ASCE 7. ASCE 7 is the standard referenced in the 2015 IRC, and therefore this version will be referenced in this study. Both the IRC and the ASCE 7 will be used to develop the external loads for this study. In addition to the external loads, the serviceability criteria must also be considered. For this design, only live load deflection limits will be considered.
\n
\n
3.1 Gravity loads
\n
The gravity loads are those loads that act in the direction of gravity. The gravity loads of importance for residential structures are dead load (DL), floor live load (LL), roof live load (RL), and snow load (SL).
\n
\n
\n
3.2 Dead load (DL)
\n
Dead load is the load that is permanently and continuously applied to a structure. Typically, dead load refers to the self-weight of the material used in construction or a load that is applied in a permanent nature such as a known location of a piece of heavy equipment or a large island in the kitchen. Unless noted otherwise, the S&A Homes dead load criteria will be used for the wood-framed design of this home. These loads are typical for residential design and were largely derived from ASCE 7 Table C3-1. Dead loads are listed in Tables 1, 2, 3.
2 × 6 wood studs at 406.4 mm (16 inch) O.C. with 12.7 mm (½ inch) gypsum wallboard and vinyl siding.
Wood or steel studs with 12.7 mm (½ inch) gypsum wallboard on each side.
\n
\n
\n
3.3 Live load
\n
Live loading is a gravity loading that is temporary or intermittent in nature. The three live loads considered for the design of this home are floor live (LL), roof live (RL), and snow load (SL). The IRC prescribes the minimum uniformly distributed loads that must be used by designers for residential structures. Such minimum loads listed in Table 4 will be used for this study.
Attics defined as the unfinished area between the roof and the ceiling of the floor below.
Limited storage refers to non-habitable attic space greater than or equal to 1.07 m (42 inch).
Add to attic space less than 1.07 m (42 inch).
Based on State College area prescriptive requirements. Applied on the horizontal projection rather than along the slope.
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\n
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3.4 Lateral loading
\n
The only lateral load being considered for this study is the wind loading. In the State College area, seismic loading does not typically control the design of structural components. The procedures in ASCE 7 will be used to determine wind loading, e.g., Chapter 28 Envelope Procedure Part 2 can be used for this structure. Chapter 28 requires that the structure meets the definition of a low-rise, enclosed simple diaphragm building that is regular-shaped in accordance with Section 26.2.
\n
The wind loads calculated in Table 6 are based on the parameters listed in Table 5 and in accordance with Figure 1. The simplified design wind pressure magnitudes in Tables 6 and 7 include both windward and leeward pressures. The combined pressure will be applied to only the windward side of the structure. For this design, two load cases must be evaluated because the roof pitch is between 25 and 30 degrees. Additionally, these two cases must be compared to the minimum load case described in ASCE 7 Section 28.6.4. The case that produces the larger load effect will be used for design of structural members.
\n
\n
\n
\n\n
\n
Parameter
\n
Description
\n
\n\n\n
\n
Risk category
\n
II
\n
\n
\n
Basic wind speed (V)
\n
51 m/s 115 mph
\n
\n
\n
Exposure category
\n
B
\n
\n
\n
Topographic factor (Kzt)
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1.0
\n
\n
\n
Mean roof height
\n
7.0 m (23 ft)
\n
\n
\n
Adjustment factor (λ)
\n
1.0
\n
\n
\n
Roof pitch
\n
30 degrees
\n
\n\n
Table 5.
Wind load parameters.
\n
Figure 1.
ASCE 7-10 Chapter 28 wind loading designation (with permission from the ASCE).
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\n
\n
\n
\n
\n\n
\n
Zones
\n
Case 1
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Case 2
\n
Minimum
\n
\n\n\n
\n
A
\n
1.13 (23.6)
\n
1.13 (23.6)
\n
0.77 (16)
\n
\n
\n
B
\n
0.77 (16.1)
\n
0.77 (16.1)
\n
0.38 (8)
\n
\n
\n
C
\n
0.90 (18.8)
\n
0.90 (18.8)
\n
0.77 (16)
\n
\n
\n
D
\n
0.62 (12.9)
\n
0.62 (12.9)
\n
0.38 (8)
\n
\n
\n
E
\n
0.09 (1.8)
\n
0.44 (9.1)
\n
0
\n
\n
\n
F
\n
−0.68 (−14.3)
\n
−0.34 (−7.1)
\n
0
\n
\n
\n
G
\n
0.03 (0.6)
\n
0.38 (7.9)
\n
0
\n
\n
\n
H
\n
−0.59 (−12.3)
\n
−0.24 (−5.0)
\n
0
\n
\n
\n
EOH
\n
−0.40 (−8.3)
\n
−0.40 (−8.3)
\n
0
\n
\n
\n
GOH
\n
−0.45 (−9.5)
\n
−0.45 (−9.5)
\n
0
\n
\n\n
Table 6.
Simplified design wind pressure (Ps) case A θ = 30.
Values in kN/m2 (lbf/ft2).
\n
\n
\n
\n
\n\n
\n
Zones
\n
Case 1
\n
Minimum
\n
\n\n\n
\n
A
\n
1.01 (21.0)
\n
0.77 (16)
\n
\n
\n
C
\n
0.67 (13.9)
\n
0.77 (16)
\n
\n
\n
E
\n
−1.21 (−25.2)
\n
0
\n
\n
\n
F
\n
−0.68 (−14.3)
\n
0
\n
\n
\n
G
\n
−0.68 (−14.3)
\n
0
\n
\n
\n
H
\n
−0.53 (−11.1)
\n
0
\n
\n\n
Table 7.
Simplified design wind pressure (Ps) case B θ = 0.
Values in kN/m2 (lbf/ft2).
\n
\n
\n
3.5 Serviceability criteria
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The main serviceability criterion considered in the design of residential homes is deflection. The IRC prescribes the maximum allowable deflection of structural members and assemblies. Excessive deflections can cause problems for the occupants and potentially damage to nonstructural components such as cladding or fenestration. Excessive interior floor deflections are generally noticed in the form of floor vibration or “spongy” floors. Excessive deflection of roof members can lead to ponding and ultimately moisture issues or overloading of structural members. A portion of Table R301.7 from the IRC that prescribes residential deflection limits is reproduced below in Table 8.
Both allowable stress design (ASD) and load resistance and factor design (LRFD) load combinations will be utilized for different aspects of the home structural design. For example, the ASD approach will be used for wood design, whereas the LRFD approach will be used for concrete foundation design. Approaches for the designs will be discussed as appropriate. The load combinations that will be used for design are listed below and are reproduced from ASCE 7.
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3.6.1 ASD load combinations
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D
D + L
D + (Lr or S or R)
D + 0.75L + 0.75(Lr or S or R)
D + (0.6W or 0.7E)
D + 0.75L + 0.75(0.6W) + 0.75(Lr or S or R)
0.6D + 0.6W
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3.6.2 LRFD load combinations
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1.4D
1.2D + 1.6L + 0.5(Lr or S or R)
1.2D + 1.6(Lr or S or R) + (L or 0.5W)
1.2D + 1.0W + L + 0.5(Lr or S or R)
0.9D + 1.0W
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In the above load combination, the notation is defined as follows: D for dead load, L for live load, Lr for roof live load, S for snow load, R for rain load, and W for wind load.
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4. Design of residence
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Wood is the most popular material used in the USA for the construction of single-family dwellings. An example of residential framing can be seen below in Figure 2 [6]. Framing lumber is easily obtained in most locations. The units of construction can be easily transported by contractors or homeowners without the need for specialized equipment. Additionally, the erection of a wood-framed structural system is familiar to most and does not require excessive amounts of specialized knowledge or tools. Lastly, wood-framed construction has been well documented in the USA, and many design aids are available.
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Figure 2.
Section view of typical residential wood-framed home. Note: in this figure, a small rectangle with x inside indicates the cross section of wood member, and DBL stands for double.
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As noted before, much of the wood-framed structural design can be accomplished using design aids. The design professional will typically use these design aids to the greatest extent possible and then perform structural analysis and design for any item that is beyond the scope of the design aids. This is the approach that will be used for this study. The design drawings are shown in the Appendix. The associated detailed calculation is not provided due to space limitation; only the necessary results will be mentioned.
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4.1 External load transfer (load path)
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External loads must be transmitted to ground through the structural system of the building. Two main systems are needed to accomplish this transfer properly: gravity system and the main wind force resisting system (MWFRS). The gravity system transmits the vertical loads through a system of trusses, joists, and beams to foundation, which in turn transmits the load to ground, while the MWFRS transfers lateral wind load to foundation through a system of shear walls and flexible diaphragms. It is important to recognize that the ground must be properly prepared and evaluated to ensure good load transfer. Typically, foundations are placed on virgin soil or engineered (compacted) fill. All organic materials should be removed along with excessive amounts of water.
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4.2 Gravity system design
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The gravity system in this home starts at the roof and ends in the soil. Vertical loads must have a continuous path to the ground. Generally, the gravity system in this example consists of OSB sheathing, engineered roof trusses, load-bearing stud walls, dimensional lumber headers, engineered I-joist floor system, engineered wood beams, structural steel girders, and a concrete foundation.
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4.3 Roof sheathing
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The OSB roof sheathing, as illustrated in Figure 3, serves to transfer gravity load (i.e., dead, live, and snow loads) and wind suction to roof framing members. The roof sheathing also transfers the lateral wind loading through diaphragm action to the structure. Attachment requirements of the sheathing to roof trusses are governed by the greater of the wind uplift force or the shear transfer requirement of the connection.
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Figure 3.
Roof sheathing illustration.
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According to IRC Table R503.2.1.1(1), 11.1 mm (7/16 inch) roof sheathing (24/16 span rating) is acceptable for this example. The sheathing can be used with or without edge support at 609.6 mm (24 inch) spans with an allowable live load of 1.92 kN/m2 (40 lbf/ft2), and a total allowable load of 2.39 kN/m2 (50 lbf/ft2), which is less than the 1.44 kN/m2 (30 lbf/ft2) snow loading plus 0.57 kN/m2 (12 lbf/ft2) roof dead load. It may be possible to use 9.5 mm (3/8 inch) sheathing, but 11.1 mm (7/16 inch) thickness is more readily available and common in the locale. In this example, the sheathing will be specified with panel edge clip support. According to IRC Table R602.3(1), the sheathing is required to be attached to the truss framing with 63.5 mm (2½ inch) 8D common nails spaced at 152.4 mm (6 inch) on center (O.C.) around the edges of the panel and 304.8 mm (12 inch) O.C. at intermediate supports (field). Note that the gable end sheathing connections must be spaced at 152.4 mm (6 inch) O.C. at both the perimeter and intermediate locations.
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4.4 Engineered roof trusses
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Prefabricated trusses are intended to be used on this residence and required engineering design by the manufacturer. Wood roof trusses must be designed in accordance with IRC Section R802.10. A designer or architect will typically draw the shape of the roof system, and then the truss designer will design the truss system to fit the concept. Typically, it is the responsibility of the home designer to ensure that the gravity and lateral loads from the trusses are properly transferred to the wall below. This involves specifying the connection to wall system below. When the truss drawings are received by the home designer, the loads to the structure, based on the analysis conducted by the truss designer, are typically listed on the engineered truss plans. The designer would use these loads for design. For the example case presented here, however, a set of detailed truss drawings are not available. The assumed loadings described earlier will be used for design. This is typical of an initial home design. A designer will use their assumptions and then verify such assumptions when the final truss plans are received.
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4.5 Exterior walls
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The gravity load-bearing elements of the wall system presented here are the 2 × 6 dimensional lumber studs and the top and bottom plates (or sole plate). See Figure 2 for the location of the top and bottom plates. The 2 × 6 designation refers to a wood framing member with a nominal 50.8 mm (2 inch) width and a 152.4 mm (6 inch) depth. The actual measurements of the member are approximately 38.1 mm (1½ inch) wide and 139.7 mm (5½ inch) deep. The top and bottom plates serve to transfer both gravity and lateral loads between floors. The top plate serves three purposes: (1) a chord for the MWFRS, (2) a strut between shear panels in a wall line, and (3) a means to transfer gravity loads to the stud from the joists and trusses.
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According to IRC Table 602.3(5), 2 × 6 studs can be used at 609.6 mm (24 inch) O.C.; however, it is more typical for the studs to be spaced at 406.4 mm (16 inch) O.C. The advantage of this is that when using a double 2 × 6 top plate, the joists or trusses that bear on the wall do not have to bear directly on the stud. If using a single top plate or studs spaced at 609.6 mm (24 inch) O.C., then the joists or trusses must either be directly above the stud or within 25.4 mm (1 inch) of the stud according to IRC Section R602.3.2. It is possible to use 2 × 4 studs spaced at 406.4 mm (16 inch) O.C., but this is not common because of the popularity of using fiberglass batts to meet the International Energy Conservation Code (IECC) [7] envelope insulation requirements. The connections between the studs and the plates are according to IRC Table 603.2(1). The connections are typically nails, and the nail sizes vary between 8D and 16D based on the detail.
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4.6 Headers within wall system
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Structural header members are used to create openings in a load-bearing wall assembly for fenestration (windows and doors) as shown in Figure 2. Dimensional lumber headers are preferred by designers when loading is low. Often times when point loading is present on a header or spans are large, an engineered lumber header, such as an LVL, may become cost-effective. An example of a typical LVL is shown in Figure 4. LVLs are also often used in wall systems when smaller depth members are required due to space constraints.
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Figure 4.
Typical I-joist and LVL (courtesy Timber Rock Homes).
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When specifying headers, the designer may choose to specify larger headers in some locations for consistency sake. By minimizing the amount of different beam sizes on the plan, the designer reduces the risk of misplacement of headers. As in the case of the roof sheathing, it may also turn out that some beam sizes may be more readily available, and therefore larger sections may be more economical. For example, a two-ply 2 × 8 beam, with a demand capacity ratio of 0.944 controlled by bearing, is adequate for BM3, but because the entire back wall on the first floor is composed of two-ply 2 × 10 headers and all the other headers in the building are 2 × 6’s, it makes sense just to specify a two-ply 2 × 10 beam for this location as well. This eliminates the need to have another beam size on site and provides for the opportunity to use trim pieces from a different header cut to make up this short beam.
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4.7 Above-grade floor system
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In this home design, an engineered floor system will be used. As shown in Figure 4, I-joists have become popular and cost-effective in the residential home construction market. I-joists have several advantages over dimensional lumber joists, one of which is a greater span-to-depth ratio. This allows for shallower floor assemblies, longer spans, and higher ceilings. I-joists are generally more stable than dimensional lumber. This almost eliminates the need for bridging in a floor system and ensures consistency of engineering properties.
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An I-joist floor system is an engineered product. Typically, a designer will send their floor plan along with preliminary input from the designer to the I-joist manufacturer. The manufacturer will then design the floor system according to the requests of the homeowner and designer. Live load deflections are often limited to L/480 (beam span/480). Because longer spans can be achieved by using an I-joist product, the chances of floor vibration occurring increase, but can be controlled, as designers will often restrict deflection to L/480.
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It is common for designers to use span tables to select an initial floor joist size. This will provide a fairly accurate estimate and allow the designer to select a floor assembly depth. The improved stability and increased stiffness of I-joists allow designers to consider larger spacing for the floor joists. It is common to specify I-joists at 487.7 mm (19.2 inch) O.C., whereas it was generally common in the past to specify dimensional lumber joists at 406.4 mm (16 inch). Additionally, lumber joists are only available in certain lengths. This made the need for a splice at an internal bearing wall or beam a very common occurrence. The length of I-joists is generally only limited by transportation and site restrictions. An I-joist package will typically arrive at the site precut and ready to be installed with minimal modification.
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As in the case of roof sheathing, floor sheathing serves two purposes. First, it acts in the gravity system to distribute floor loads to the joists. Secondly, it is the primary shear resisting component in the floor diaphragm, which will be discussed subsequently. Typically, the gravity loads govern the thickness choice of subflooring, and the shear requirements dictate connection to joists [8].
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Once again IRC Table R503.2.1.1(1) will be used to size the sheathing. In this case, the sheathing will serve as both the underlayment and the subflooring. From the table, either 18.3 mm (23/32 inch) or 19.1 mm (3/4 inch) tongue and groove oriented strand board (OSB) sheathing would be appropriate, whichever is more cost-effective and readily available. It is possible that 15.1 mm (19/32 inch) or 15.9 mm (5/8 inch) sheathing could be used, but spans are restricted to 508 mm (20 inch). Although the joists will be specified at 487.7 mm (19.2 inch), which is less than the limit, it is likely that at least a few joists within the floor system will need to be spaced greater than 508 mm (20 inch). An example is when joist bays are used for heating, ventilating, and air conditioning (HVAC) ductwork, the joists are often spread in those locations to 609.6 mm (24 inch). In this instance, the thinner sheathing would be inadequate. IRC Table 602.3(1) specifies attachment of the sheathing to joists with a 50.8 mm (2 inch) 6D deformed nail or a 63.5 mm (2½ inch) 8D common nails spaced at 152.4 mm (6 inch) O.C. around sheathing edges and 304.8 mm (12 inch) O.C. for intermediate field spacing.
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Joists for this project are selected from the Trus Joist #TJ4000 specifier’s guide [9]. From the span tables within the guide, TJI110 301.6 mm (11 7/8 inch) joists are adequate for both the first and second floors of this residence. The maximum span in the home is approximately 4.70 m (15 foot–5 inch). The TJI110 301.6 mm (11 7/8 inch) joist can span a maximum of 4.90 m (16 foot–1 inch) considering L/480 deflection limit, 1.92 kN/m2 (40 lbf/ft2) live load, and a 0.96 kN/m2 (20 lbf/ft2) dead load. The TJI 28.6 mm (1 1/8 inch) engineered rim board will be used for the perimeter of the floor system. The rim board serves to transfer compressive and shear loads from the exterior walls above to foundation below. It also acts to enclose the perimeter of the floor system. Typically, joists are toenailed to sill plates at ends and nailing plates at intermediate points. Metal hardware such as that made by USP [10] or Simpson Strong Tie [11] is used to make any flush beam-to-beam or joist-to-beam connections within the floor system. An example would be the stair trimmer detail shown in Figure 5.
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Figure 5.
Stair trimmer detail.
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A double joist or LVL product can be used to function as stair trimmers in an engineered floor system. When loads are low, double joists are economical, but as loading and span increase, an LVL is sometimes needed. LVLs are sometimes used because the installation is cleaner looking and easier to finish than double joists. Double joists often require padding at connections and sometimes bearing, which is usually OSB, to compensate for the space between the web and flanges. LVLs are conveniently made in the same depths as I-joists, which makes it easy to use within the floor systems.
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A benefit of using I-joists over dimensional lumber is that it is easier to put holes through the joists for mechanical runs. Most I-joist manufacturers will have predetermined locations or precut holes in the joists where mechanical penetrations are anticipated. Some guidance is typically specified in the manufacturer literature. Holes in dimensional lumber typically require structural analysis and stress evaluation as they become large relative to the depth of the joist or beam.
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4.8 Girder sizing
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For this example home design, a central steel girder will be used to collect the floor loads and transfer to pad footings in the center of the basement. It is common for designers to use either steel girders or manufactured lumber girders in homes today. These types of girders are much stronger than dimensional lumber beams and are necessary in many instances because of the longer allowable engineered I-joist spans and homeowner request for open basement floor plans. Both manufactured lumber girders and steel girders must be either specified or the design reviewed by a professional engineer.
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Steel girders are often chosen over manufactured lumber girders when girder spans are long, head room in the basement is a premium, or steel is readily available. For this particular builder, the head room in the basement is important because they like to advertise their homes with basements that can be finished in the future. A W8x18 girder works well for them because it’s a shallow beam and the flange width is small enough that the beam can fit in a 2 × 6 wall making the girder unnoticeable if the basement is ever finished.
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A W8x18 steel girder, with a design moment capacity of 86.5 kN-m (63.8 kip-ft), is more than adequate to resist the internal moment of 31.5 kN-m (23.2 kip-ft) for the controlling load case. It is possible that a smaller girder could have been used, but W8x18 is the minimum size the builder will use. Small sizes tend to have stability issues and can be susceptible to local buckling problems caused by larger point loads. In addition, this is a readily available steel section from the builder’s steel supplier.
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The design of residential girders involves assumptions regarding the bracing of the beam. The American Institute of Steel Construction (AISC) Steel Construction Manual 14th Ed.(SCM) in Chapter B3.6, F1 (2) [12] and Appendix 6.3 all require that girders are restrained against rotation about their longitudinal axis at the points of support unless it can be shown that the restraint is not required. The amount of restraint provided by the adjustable column, which is typically four bolts through the bottom flange, may need a detailed analysis because of the slenderness of the columns.
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Steel girders in most residential cases are usually ordered in a single length if possible to avoid splices and therefore are continuous over their intermediate supports. Negative moment occurs at the intermediate supports, which puts the bottom flanges in compression in those regions.
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If it is assumed that the columns do not provide adequate bottom flange support, then these negative moment regions would be destabilizing, and since inflection points are not typically recognized as a brace point (SCM Appendix 6.3), the unbraced length would have to be taken as the entire beam length of 11.0 m (36 feet), which would require a very large section. Additionally, if no compression flange bracing is assumed at the supports, then the beam fails the concentrated load check in SCM J10.4 for web sidesway buckling. Section J10.4 requires the supports to be adequately braced under these circumstances.
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If it is assumed that the column is braced against rotation at the supports by either assuming the column connection is adequate or providing additional bottom flange support, then the unbraced length reduces to the distance between the columns, which in this case is 9′-0″ and the beam passes both strength and concentrated load checks.
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Also restraint against rotation should be provided at the ends of the beams, which are seated in the beam pockets. Typically, beam pockets in the concrete wall are oversized to facilitate easy installation of the beams. This creates the opportunity for twisting. SCM Section J10.7 requires all unframed girder ends to have a pair of transverse stiffeners if unrestrained. In this case, a better idea would be to grout the pocket as shown in Figure 6, or provide some type of shim, after installation to restrain the end against rotation. It should be noted that the required moisture management and thermal envelope components are not shown for clarity in the figure.
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Figure 6.
Steel girder beam pocket detailing.
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Another consideration for girder sizing is live load pattern loading. Since the girder is a continuous beam having multiple spans, ASCE 7 Section 4.3.3 requires the consideration of pattern loading. In this case, it turns out that applying live loading to spans 1, 2, and 4 only produced the largest internal moment of 31.5 kN-m (23.3 kip-ft) in the beam. Figure 7 shows the moment diagram for the controlling load combination and the spans that were loaded to produce it.
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Figure 7.
Moment diagram showing maximum internal moment over support 2.
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Pattern loads are considered in the structural analysis software package Enercalc that was used for beam design. Enercalc runs all permutations of live load application and reports the worst-case scenario in envelope format. Data for individual permutations is not able to be extracted. For this example, a separate check was made using Computers and Structures, Inc. (CSI) SAP2000 finite element modeling software to verify the results of Enercalc and determine the controlling permutation. Results were within 1% of each other between the two analysis packages.
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Pattern loading was significant in this example. If only the full intensity live load application was to be considered, then the design moment would have been underestimated by approximately 5%, and the support reactions would have been underestimated by approximately 5% at supports 2, 4, and 12% at support 3. If ignored, this could have led to the undersizing of both adjustable column and pad footing.
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4.9 Adjustable columns
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Adjustable columns are generally used in residential construction as intermediate supports for basement girders. Adjustable columns are readily available at almost any hardware stores and can be adjusted in height to match site conditions by the contractor. Figure 8 shows an example of typical adjustable columns. The maximum loading, as reported by the manufacturer, is a factored allowable ASD load capacity (Ra). Reactions determined by ASD load combination can be used to directly size the column from the manufacturers testing data. For this particular home design case, the maximum ASD girder reaction is 80.5 kN (18.1 kip). According to the manufacturers data, an 88.9-mm (3½ inch) and 2.31-mm-thick (11 gauge) column with a height between 2.21 m (7 foot–3 inch) and 2.31 m (7 foot–7 inch) has an allowable load of 95.6 kN (21.5 kip), which is greater than the maximum column axial demand of 80.5 kN (18.1 kip). All three columns will be specified for this maximum loading. This will decrease the chances of misplacing columns.
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Figure 8.
Typical adjustable column.
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4.10 Foundation design
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A combination of components are used to transfer load from the above-grade portion of the home to the ground. In this home, concrete walls supported by concrete strip footings are used to support the exterior walls and resist lateral earth pressure. Interior loads are transferred by the intermediate girder through columns to concrete pad footings. It is common practice in residential design to specify the foundation walls prescriptively but design the footings. This is the approach that is taken for this study. The American Concrete Institute (ACI) 332-08 [13] and ACI 318-14 [14] are used as references for this design. These documents are adopted by the 2015 IRC and often lead to more economical designs when compared to the requirements of the IRC.
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4.11 Foundation walls
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Based on soil categorization, the ACI provides prescriptive foundation sizing tables in Appendix A of ACI 332, which are usually appropriate for most situations. For most residential designs, geotechnical exploration and lab testing are cost prohibitive, and therefore soil pressures must be assumed. ASCE 7 provides design lateral soil load that can be used in the absence of site-specific geotechnical information.
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For this design, the equivalent soil pressure will be estimated at 2.15 kn/m2 per linear meter (45 lbf/ft2 per linear foot). According to ASCE 7 Table 3.2.1, this is representative of a type GC soil (unified soil classification), which is described as a clayey gravel, poorly graded, gravel, and sand mix. Assuming horizontal backfill and a vertical foundation wall, this is roughly equivalent to 19.6 kN/m3 (125 lbf/ft3) soil with an internal friction angle of 28 degrees [15].
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According to ACI 332 Table 9, 21 MPa (3000 psi) is the minimum required compressive strength for foundation walls in the severe weather probability category. Because the concrete will be exposed to weathering, it must be air entrained, having an air content of 6% plus or minus 1.5%.
For WSP methods panel lengths between 0.914 and 1.22 m (36 and 48 inches) are allowed but must be adjusted per IRC Table 602.10.3.
The required bracing for the garage/main house common wall will be added directly to the first floor north wall.
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The concrete foundation wall for the main structure in this example has an unsupported height of 2.44 m (8 foot) and will be subjected to approximately 2.13 m (7 foot) of unsupported backfill when in service (Figure 9a). For this situation, considering reinforcing bars with a yield strength of 420 MPa (60,000 psi), ACI 332 Table A.4 allows for the use of a plain concrete (no vertical reinforcing needed) 203.2 mm (8-inch)-thick foundation wall. To minimize shrinkage cracking, however, ACI 332 requires the use of three continuous horizontal bars in the wall. One must be placed within 609.6 mm (24 inch) of the top, one within 609.6 mm (24 inch) of the bottom, and the last one in between the other two. ACI 332 also prescribes 12.7 mm diameter (½ inch) dowel rods at a maximum of 609.6 mm (24 inch) O.C. or a keyway to be provided in this instance since unbalanced backfill height exceeds 1.22 m (4 foot).
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Figure 9.
(a) Typical basement wall and (b) typical garage frost wall.
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The garage wall foundation walls are all 0.91 m (3 feet) in height and have no unbalanced backfill. According to ACI 332, 203.2 mm (8 inch) plain concrete walls are adequate. No vertical reinforcing is necessary, but horizontal reinforcing is still required (Figure 9b). The wall height is less than 1.83 m (6 feet), which requires only two 12.7 mm diameter (½ inch) reinforcing bars, one within the top 609.6 mm (24 inch) of the wall height and the other within the bottom 609.6 mm (24 inch) of the wall height. Because the unbalanced backfill is less than 1.22 m (4 feet), Section 6.3.4 allows for the use of a clean construction joint versus dowel rods.
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4.12 Wall strip footings
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Continuous strip footings will be used to support the exterior foundation walls. The wall footings will be designed (as opposed to prescriptive). No soil testing data is available, so the IRC minimum of 71.8 kN/m2 (1500 lbf/ft2) prescribed in Table R401.4.1 will be used for design. The assumption will be made that the footings are not exposed to weathering; therefore, ACI 332 prescribes 17 MPa (2500 psi) minimum compressive strength for the concrete.
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For this example, it will be assumed that the load from the exterior wall will act concentrically on the footing. In other words, the footings will be designed for uniform pressure only, and no imbalanced soil pressure due to the presence of a moment will be considered. This is a reasonable assumption because basement walls are typically restrained from translation at the top and bottom by the first floor assembly and the basement slab, respectively. The presence of this restraint allows walls to be designed as a vertical beam with pinned ends (no moment transfer). In addition, the opposing soil exterior lateral loading tends to offset the small amounts of eccentricity created by above-grade wall offsets, so in practice the effects of above-grade wall offsets are generally ignored for wall footing design. Figure 10 shows an illustration of the analytical model for a typical residential basement wall.
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Figure 10.
Free body diagram of a basement wall. Note: the arrows show loads, and small rectangle with x inside indicates the cross section of wood member.
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Residential wall footings are typically specified in depths of 152.4 mm (6 inch), 203.2 mm (8 inch), or 254 mm (10 inch), and widths are generally varied in 50.8 mm (2 inch), 76.2 mm (3 inch), or 152.4 mm (6 inch) increments. Both the IRC and ACI 332 allow for the use of 152.4 mm (6-inch)-thick footings (assuming adequate strength), but the developer in this case prefers to use 203.2 mm (8-inch)-thick footings. This allows for some additional safety precaution when plain concrete footings are used. When specifying footing widths, this particular developer prefers to use even dimensions in 50.8 mm (2 inch) increments.
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In this example, the wall footing design is split into three segments, the main load-bearing walls of the east and west (perpendicular to joist and truss spans), the gable end walls, and the garage walls. Wall footings were designed as plain concrete strip footings according to the requirements of ACI 318, considering the increased modulus of rupture allowed by ACI 332 Chapter 7. Soil bearing pressure controlled all designs. With a soil bearing pressure of approximately 67 kN/m2 (1400 lbf/ft2), the bearing walls required 203.2 × 457.2 mm (8 inch by 18 inch) footings. The gable end wall footings and garage footing were able to be reduced to 203.2 × 406.4 mm (8 inch by 16 inch). The wall region beneath the supporting columns for the garage door header controlled the design. Considering ASD load combination 4 and a point load distribution angle of 45 degrees within the concrete wall, the soil pressure beneath the column would be approximately 67 kN/m2 (1400 lbf/ft2) as well.
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The footings were designed as plain concrete footings. Plain concrete footings are the most economical because of the absence of the steel reinforcing cost. Some developers are comfortable relying on the unreinforced concrete footing to maintain its integrity over the service life of the building, but some prefer to add light reinforcing to help prevent cracking due to unexpected soil discontinuities. ACI 332 Section 6.2.4.1 prescribes the use of two 12.7 mm diameter (½ inch) bars for locations with discontinuities less than 914.4 mm (36 inch) in length.
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4.13 Isolated pad footings
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Isolated pad footings are typically used to transfer vertical gravity load from interior columns in the basement. In this case, there are three pad footings required to support the interior central steel girder. Interior pad footings are not subjected to weathering, so 17 MPa (2500 psi) concrete compressive strength is adequate. The default value of 71.8 kN/m2 (1500 lbf/ft2) is used for the soil bearing capacity, as in the strip footing design.
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Reinforced square concrete footings were selected as appropriate for this application. Plain concrete pad footings are sometimes adequate for smaller footings with plan dimension of 609.6 mm (24 inch) or 762 mm (30 inch) square but typically require reinforcement as the plan dimensions of the footing increases. In this case, three 1219.2 mm (4 foot) square footings using four 15.9 mm (5/8 inch) diameter bars in each directions were required. Considering LRFD combination 2, two-way shear (punching shear) with a demand/capacity ratio of 1.30 was the controlling failure mechanism for the concrete footing and required an increase in footing depth from 203.2 mm (8 inch) to 254 mm (10 inch). This reduced the demand/capacity ratio to the acceptable level of 0.698.
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4.14 MWFRS design
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The typical residential MWFRS system is composed of a system of flexible diaphragms and shear walls. As shown in Figure 11a, wind load is transferred from exterior walls perpendicular to the wind direction to structural wood panels, typically OSB or plywood, attached to roof or floor framing. The flexible roof or floor diaphragms, as shown in Figure 11b, act similar to a deep beam and distribute the wind load as reactions to the exterior walls parallel to the wind loading (Figure 11c) and distribute to the stiff structural shear panels within those walls by direct diaphragm connection or strutting.
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Figure 11.
(a) Wind pressure distributed through external walls to flexible diaphragm. (b) Flexible diaphragm distributes load to parallel walls. (c) An example of a segmental shear wall load distribution approach. (d) Shear wall segment resolution of overturning forces. Note: in this figure, the following notation is used: V for shear force, T for tension force, C for compression force, l and L for Span length, h and H for height, σ for wind pressure, ω for wind load per unit length, and Vw for shear per unit length.
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The structural wall panels, as shown in Figure 11d, provide the necessary shear resistance and transmit the loads vertically (overturning tension and compression loads at the corners of each structural panel) to the foundation though a system of hold-downs and connections.
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Typically, the panels are specified by design aids such as the IRC or the Wood Frame Construction Manual (WFCM). When using the IRC approach, the prescribed nailed connections are assumed to be adequate to transfer the overturning shear forces shown in Figure 11 to the foundation. If an engineered design or the WFCM prescriptive approach is used to specify shear wall panels, then structural connectors must be specified to transfer these overturning forces. The connection system must have an identifiable load path to the foundation. For this reason, most residential designers use the IRC to specify shear panels and their fastening system. When using a wood truss system as part of the roof diaphragm, such as the one in this home design example, structural connectors are typically specified to transfer the horizontal shear loads and uplift loads resulting from the roof wind loading.
\n
The loads from the shear wall panels and floor diaphragm are transferred to the sole plate by nailed connections and sometimes structural connectors if necessary. The sole plate is attached to the foundation wall with cast-in-place anchors such as J-bolts or post-installed anchorage that must be drilled after the concrete has had time to cure, such as expansion anchors, epoxy anchorage, or screw type. With a prescriptive approach, the prescribed anchor bolts are assumed to adequately transfer both the overturning actions and horizontal actions generated by the wind.
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4.15 Overturning and sliding analysis
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It’s generally good practice to review the whole structure for stability under wind loading and then design the individual components of the lateral force resisting system as required. An overturning and sliding analysis is conducted to determine the required strength of the connections between main assemblies such as the roof-to-wall connections, floor-to-wall connections, and the above-grade building-to-foundation connections.
\n
Many times, homes have attached garages where the garage is not integral to the main living space, such as the one in this example. The garage and the main building can be somewhat treated as separate buildings for the purposes of MWFRS design. The garage can sometimes help resist main building wind loading as long as the wall offsets are not too large; otherwise they must be treated completely separately as far as wall bracing goes. In the east-west direction, the common north wall between the garage and the main structure is generally treated as an exterior wall, and bracing will be prescriptively specified as such, which will act to transfer load from both the garage and the main building.
\n
ASCE 7 Figure 28.6.1 cases A and B were used to determine the magnitude of wind forces applied to the building. The magnitudes of the loads were reported previously in Tables 6 and 7. The load effects created by the external wind forces were used to specify the hold-downs and shear connectors necessary to maintain continuity of MWFRS load path. The garage was not analyzed, but the procedure would be the same. To simplify the analysis, the end zone loads for case A were applied on both ends to simplify the analysis. To maintain a uniform balanced load in case B (wind applied to the gable end), a weighted average of 0.69 kN/m2 (14.4 lbf/ft2) was taken for zones A and C and applied horizontally. An average of zones E and F that was calculated to be −0.95 kN/m2 (−19.8 lbf/ft2) was applied vertically to the windward side of the roof, and an average of zones G and H that was calculated to be 0.61 kN/m2 (12.7 lbf/ft2) was applied vertically on the leeward side of the roof.
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Analysis showed that structural connectors were needed for the roof, but not for the floor-to-floor connections and the foundation connection. Connectors for the truss ends must be able to simultaneously transfer uplift and north-south shear loading as well as shear loading alone in the east-west direction. Simpson Strong Tie (SST) H2.5A hurricane connectors were considered for the truss end-to-top plate connection. This connection resists both shear and uplift. The H2.5A has a shear capacity of 0.58 kN (130 lbf) and uplift capacity of 1.62 kN (365 lbf). The truss end loads are, respectively, 0.18 kN (40 lbf) and 0.27 kN (60 lbf). Applying a unity equation, the demand/capacity ratio is 0.18 kN/0.58 kN + 0.27 kN/1.62 kN = 0.477 < 1.0; therefore, the connector is adequate. An example of a typical truss connector is shown in Figure 12. SST A21 angles were considered for the gable end truss-to-top plate connection. This connection is subject to a total shear load of 10.7 kN (2400 lbf) when the wind is applied perpendicular to the gable end. SST A21 has a design capacity of 1.09 kN (245 lbf) per connector; therefore, the required number of connectors will be 10.7 kN/1.09 kN, which gives approximately 10 connectors.
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Figure 12.
Typical truss-to-top plate structural connector.
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The structure was checked for overturning at the second floor and at the first floor. The weight of the structure was adequate to resist the overturning moment in both locations. Sliding was only checked on the roof to specify the structural connectors. Sliding on the second floor is resisted by the nailed connection between the bottom plate and the floor assembly. Typically, there are sufficient nails engaged to resist the shear force. As for the building-to-foundation connection, there is no reason to expect an extraordinary loading at this junction, so anchor bolts are specified according to IRC Chapter R403.1.6. The I-joist to soleplate toenail connection was not checked in this analysis but should be checked in an actual design.
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4.16 Wall bracing
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Wall bracing for residential construction typically involves designating sections along the exterior wall length as shear panels. Structural wood panels are used on the exterior side of the wood framing, and gypsum wallboard on the interior provides the shear resistance and load transfer capability. Plywood or OSB is typically used for the wood structural panels. IRC Table 602.3(3) prescribes a 9.5 mm (3/8 inch) minimum structural panel thickness for 406.4 mm (16 inch) O.C. stud spacing; however, the builder prefers a 11.1 mm (7/16-inch)-thick OSB panel, which is required to be fastened to framing using 8D common nails at 152.4 (6 inch) O.C. around the perimeter and 304.8 mm (12 inch) O.C. in the field.
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IRC Section R602.10 will be used to specify shear panel length and location along the wall line. Section R602.10 has provisions for various wall bracing methods. The bracing in this home will follow the requirements for the intermittent wood structural panel (WSP) method or one of the continuous sheathing methods. Because this home is categorized in seismic design category A, Section 602.10.1 allows for different methods to be used along different wall lines. Different intermittent methods could even be used along the same wall line in this category, but if using any of the continuous sheathing methods, the whole wall line must be continuously sheathed.
\n
For the design of this home, it was more economical to use the WSP method for the majority of the shear panels. Section R602.10 requires 609.6 mm (24 inch) corner returns or braced panels at the end of each wall. At least one of the corners does not meet this criterion. When this occurs and the designer is using the continuously sheathed wood structural panel (CS-WSP) method, Section 602.10.4.4 requires the use of 3.56 kN (800 lbf) hold-down devices in lieu of a 2 foot corner return. This is often costlier than the extra amount of sheathing required for the WSP method. Another issue to consider when specifying wall bracing is the stud spacing. In this home, the studs are spaced at 406.4 mm (16 inch O.C.); therefore, it is prudent to specify shear panels 406.4 mm (16 inch) increments, even though the requirements may be less. The location of the shear panels is specified in the drawing set located in Appendix A.
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4.17 Horizontal floor diaphragms
\n
The floor assembly is treated as a flexible diaphragm when transferring lateral loading. Wind is transferred from a tributary area of the exterior wall to the rim board of the floor assembly and then into the structural sheathing. The floor sheathing then transfers that load to the exterior shear walls (structural panels within the wall system) parallel to the wind direction below the floor assembly. The diaphragm is treated like a deep beam for the purposes of analysis. The reactions are the connections with wall below. The floor assembly deflects, which causes tension and compression forces called chord forces in the walls below, which are perpendicular to the wind loading. The sheathing layout and the attachment of the sheathing to the I-joists have the greatest effect on the strength of the diaphragm. In this case, the floor sheathing and the required nailing were specified from the IRC in the floor assembly section of this report.
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4.18 Connections
\n
Most connections in wood-framed homes are made up of nailed connections. The majority of the connections in a typical home can be found in IRC Table R602.3. The items specified from the IRC in this wood-framed section are based on compliance with this table. In this study, only a few of the typical critical connections for the structural system were specified.
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5. Concluding remarks
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This chapter presented a complete design of a typical US single-family home made of conventional wood-frame system. Initially, the applicable building and material codes were introduced and relevant provisions discussed. A typical home plan by a PA builder was discussed and explained for detailed design. The process of load selection and load path and load combination was discussed. Then based on application of the resultant loads on typical structural elements, detailed designs for roof sheathing, roof trusses, exterior walls, main wind force resisting system, floor system, girders, columns, and foundation walls and footings were presented and discussed. Where appropriate, tips and guidelines for typical design were offered so that the procedure presented can be followed by designers as appropriate. While other structural systems are becoming increasingly available, the wood-frame system is still the dominating system as in the USA lumber is readily available at highly competitive process. This makes structural systems other than conventional wood-frame less competitive, unless there are special conditions where cost may not be the main determining factor.
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\n',keywords:"residential, single-family home, wood, light-framing, house",chapterPDFUrl:"https://cdn.intechopen.com/pdfs/67068.pdf",chapterXML:"https://mts.intechopen.com/source/xml/67068.xml",downloadPdfUrl:"/chapter/pdf-download/67068",previewPdfUrl:"/chapter/pdf-preview/67068",totalDownloads:2594,totalViews:0,totalCrossrefCites:0,dateSubmitted:"September 19th 2018",dateReviewed:"March 18th 2019",datePrePublished:"May 11th 2019",datePublished:"December 4th 2019",dateFinished:"May 11th 2019",readingETA:"0",abstract:"Light-wood framing construction techniques have been traditionally used in America for the construction of single-family residences. Dimensional wood lumber is readily available and due to its convenient unit dimension can be packaged neatly and transported to work sites by either commercial transport or personal vehicle. The unit pieces of dimensional lumber are light and easily handled once on the work site. Design of light-framed single-family homes is typically conducted by an architect or construction contractor using prescriptive building codes. A structural engineer can assist, if needed, with design items not within the scope of the building code or if alternative design approaches are required. An owner may choose to involve the engineer to improve quality or economy of the home design. Engineers typically become involved with design items such as foundation design, steel framing design, or engineered product specification. In this chapter, the design of a typical light-framed home is discussed. The main structural assemblies are described and subsequently designed using a combination of prescriptive guidance and engineering design.",reviewType:"peer-reviewed",bibtexUrl:"/chapter/bibtex/67068",risUrl:"/chapter/ris/67068",signatures:"Anthony C. Jellen and Ali M. Memari",book:{id:"8299",type:"book",title:"Timber Buildings and Sustainability",subtitle:null,fullTitle:"Timber Buildings and Sustainability",slug:"timber-buildings-and-sustainability",publishedDate:"December 4th 2019",bookSignature:"Giovanna Concu",coverURL:"https://cdn.intechopen.com/books/images_new/8299.jpg",licenceType:"CC BY 3.0",editedByType:"Edited by",isbn:"978-1-78923-882-2",printIsbn:"978-1-78923-881-5",pdfIsbn:"978-1-78985-843-3",isAvailableForWebshopOrdering:!0,editors:[{id:"108709",title:"Dr.",name:"Giovanna",middleName:null,surname:"Concu",slug:"giovanna-concu",fullName:"Giovanna Concu"}],productType:{id:"1",title:"Edited Volume",chapterContentType:"chapter",authoredCaption:"Edited by"}},authors:[{id:"252670",title:"Prof.",name:"Ali",middleName:null,surname:"M. Memari",fullName:"Ali M. Memari",slug:"ali-m.-memari",email:"memari@engr.psu.edu",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/252670/images/system/252670.jpg",institution:{name:"Pennsylvania State University",institutionURL:null,country:{name:"United States of America"}}},{id:"276003",title:"Mr.",name:"Anthony",middleName:null,surname:"Jellen",fullName:"Anthony Jellen",slug:"anthony-jellen",email:"tony@jellen.me",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",institution:null}],sections:[{id:"sec_1",title:"1. Introduction",level:"1"},{id:"sec_2",title:"2. Applicable codes and standards",level:"1"},{id:"sec_3",title:"3. External load determination and serviceability requirements",level:"1"},{id:"sec_3_2",title:"3.1 Gravity loads",level:"2"},{id:"sec_4_2",title:"3.2 Dead load (DL)",level:"2"},{id:"sec_5_2",title:"3.3 Live load",level:"2"},{id:"sec_6_2",title:"3.4 Lateral loading",level:"2"},{id:"sec_7_2",title:"3.5 Serviceability criteria",level:"2"},{id:"sec_8_2",title:"3.6 Combination of loads",level:"2"},{id:"sec_8_3",title:"3.6.1 ASD load combinations",level:"3"},{id:"sec_9_3",title:"3.6.2 LRFD load combinations",level:"3"},{id:"sec_12",title:"4. Design of residence",level:"1"},{id:"sec_12_2",title:"4.1 External load transfer (load path)",level:"2"},{id:"sec_13_2",title:"4.2 Gravity system design",level:"2"},{id:"sec_14_2",title:"4.3 Roof sheathing",level:"2"},{id:"sec_15_2",title:"4.4 Engineered roof trusses",level:"2"},{id:"sec_16_2",title:"4.5 Exterior walls",level:"2"},{id:"sec_17_2",title:"4.6 Headers within wall system",level:"2"},{id:"sec_18_2",title:"4.7 Above-grade floor system",level:"2"},{id:"sec_19_2",title:"4.8 Girder sizing",level:"2"},{id:"sec_20_2",title:"4.9 Adjustable columns",level:"2"},{id:"sec_21_2",title:"4.10 Foundation design",level:"2"},{id:"sec_22_2",title:"4.11 Foundation walls",level:"2"},{id:"sec_23_2",title:"4.12 Wall strip footings",level:"2"},{id:"sec_24_2",title:"4.13 Isolated pad footings",level:"2"},{id:"sec_25_2",title:"4.14 MWFRS design",level:"2"},{id:"sec_26_2",title:"4.15 Overturning and sliding analysis",level:"2"},{id:"sec_27_2",title:"4.16 Wall bracing",level:"2"},{id:"sec_28_2",title:"4.17 Horizontal floor diaphragms",level:"2"},{id:"sec_29_2",title:"4.18 Connections",level:"2"},{id:"sec_31",title:"5. Concluding remarks",level:"1"},{id:"sec_33",title:"",level:"1"}],chapterReferences:[{id:"B1",body:'ICC (International Code Council, Inc.). In: 2015 International Residential Code for One- and Two-Family Dwellings; Country Club Hills, IL. 2014'},{id:"B2",body:'Rutkowski H. ACCA (Air Conditioning Contractors of America). Manual J Residential Load Calculation. 8th ed. Arlington, VA: Air Conditioning Contractors of America; 2015'},{id:"B3",body:'ICC (International Code Coucil, Inc.). In: 2015 International Building Code; Country Club Hills, IL. 2014'},{id:"B4",body:'ASCE (American Society of Civil Engineers). Minimum Design Loads for Buildings and Other Structures. Reston, VA: ASCE 7-10; 2010'},{id:"B5",body:'AWC (American Wood Council). Wood Frame Construction Manual (WFCM) for One- and Two-Family Dwellings 2015 Edition. ANCI/AWC WFCM-2015; Leesburg, VA. 2014'},{id:"B6",body:'NAHB Research Center. Inc. HUD (U.S. Department of Housing and Urban Development). Residential Structural Design Guide. Washington, D.C.: PD&R - U.S. Department of Housing and Urban Development; 2000'},{id:"B7",body:'ICC (International Code Coucil, Inc.). 2015 International Energy Conservation Code; Country Club Hills, IL: International Code Council, Inc.; 2014'},{id:"B8",body:'Breyer DE, Fridley KJ, Pollock DG Jr. Design of Wood Structures—ASD. New York, NY: McGraw-Hill; 2003'},{id:"B9",body:'Weyerhaeuser. Trus Joist TJI 110, TJI210, TJI230, TJI360, TJI560 and TJI560D Joists Specifier’s Guide,#TJ-4000; Seattle, WA. 2018'},{id:"B10",body:'Mitek Industries, Inc. USP Product Catalog 59th Edition,#2515; Minneapolis, MN. 2018'},{id:"B11",body:'Simpson Strong-Tie, Inc. Wood Construction Connectors 2019-2020, C-C-2019; Pleasanton, CA. 2019'},{id:"B12",body:'AISC (American Institute of Steel Construction). Steel Construction Manual. 14th ed. Chicago, IL: American Institute of Steel Construction; 2011'},{id:"B13",body:'ACI (American Concrete Institute) Committee 332. Code Requirements for Requirements for Residential Concrete and Commentary. ACI 332-08; Farmington Hills, MI. 2008'},{id:"B14",body:'ACI (American Concrete Institute) Committee 318. Building Code Requirements for Structural Concrete and Commentary. ACI 318-14; Farmington Hills, MI. 2014'},{id:"B15",body:'Lindeburg MR. Civil Engineering Reference Manual. 11th ed. Belmont, CA: Professional Publications, Inc; 2008'}],footnotes:[],contributors:[{corresp:null,contributorFullName:"Anthony C. Jellen",address:null,affiliation:'
Jellen Engineering Services, USA
'},{corresp:"yes",contributorFullName:"Ali M. Memari",address:"memari@engr.psu.edu",affiliation:'
Department of Architectural Engineering, Penn State University, USA
Department of Civil and Environmental Engineering, Penn State University, USA
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Cardiac involvement is seen in most forms of amyloidosis, but it is frequently present and clinically significant in light chain (AL)-amyloidosis as well as transthyretin amyloidosis (ATTR). Cardiac amyloid accumulation leads to a restrictive filling pattern, which must be differentiated from other forms of restrictive and hypertrophic cardiomyopathies due to consequences for the treatment. Evolving knowledge of the disease has led to a definite diagnosis of the cardiac amyloidosis (CA) using non-invasive and low-risk diagnostic features, such as scintigraphy (gamma scan) and cardiovascular magnetic resonance (CMR) imaging using late gadolinium enhancement (LGE) and T1 mapping technics. The availability and diagnostic accuracy of these technics has reduced the need for cardiac biopsy. 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+5,700 OA books published
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Most competitive prices in the market
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Fully compliant with OA funding requirements
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Optimized processes that assure your research is made available to the scientific community without delay
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Personal support during every step of the publication process
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+184,650 citations in Web of Science databases
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Currently strongest OA platform with over 175 million downloads
As a gold Open Access publisher, an Open Access Publishing Fee is payable on acceptance following peer review of the manuscript. In return, we provide high quality publishing services and exclusive benefits for all contributors. IntechOpen is the trusted publishing partner of over 140,000 international scientists and researchers.
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The Open Access Publishing Fee (OAPF) is payable only after your book chapter, monograph or journal article is accepted for publication.
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OAPF Publishing Options
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1,400 GBP Chapter - Edited Volume
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850 GBP Chapter - Book Series Topic (Annual Volume)
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10,000 GBP Monograph - Long Form
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4,000 GBP Compacts Monograph - Short Form
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850 GBP Journal Article (Across Portfolio)
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During the launching phase journals do not charge an APC, rather they will be funded by IntechOpen.
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*These prices do not include Value-Added Tax (VAT). Residents of European Union countries need to add VAT based on the specific rate in their country of residence. Institutions and companies registered as VAT taxable entities in their own EU member state will not pay VAT as long as provision of the VAT registration number is made during the application process. This is made possible by the EU reverse charge method.
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Services included are:
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Personal contact and support throughout the publishing process from your dedicated Author Service Manager
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XML Typesetting and pagination - web (PDF, HTML) and print files preparation
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Permanent and unrestricted online access to your work
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If your manuscript:
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Exceeds the number of pages defined by the publishing guidelines, an additional fee per page may be required
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If a manuscript requires Heavy Editing or Language Polishing, this will incur additional fees.
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Your Author Service Manager will inform you of any items not covered by the OAPF and provide exact information regarding those additional costs before proceeding.
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To explore funding opportunities and learn more about how you can finance your IntechOpen publication, go to our Open Access Funding page. IntechOpen offers expert assistance to all of its Authors. We can support you in approaching funding bodies and institutions in relation to publishing fees by providing information about compliance with the Open Access policies of your funder or institution. We can also assist with communicating the benefits of Open Access in order to support and strengthen your funding request and provide personal guidance through your application process. You can contact us at funders@intechopen.com for further details or assistance.
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For Authors who are still unable to obtain funding from their institutions or research funding bodies for individual projects, IntechOpen does offer the possibility of applying for a Waiver to offset some or all processing feed. Details regarding our Waiver Policy can be found here.
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Choosing to publish with IntechOpen ensures the following benefits:
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Dissemination and Promotion
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Benefits of Publishing with IntechOpen
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Proven world leader in Open Access book publishing with over 10 years experience
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+5,700 OA books published
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Most competitive prices in the market
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Fully compliant with OA funding requirements
\n\t
Optimized processes that assure your research is made available to the scientific community without delay
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Personal support during every step of the publication process
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+184,650 citations in Web of Science databases
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Currently strongest OA platform with over 175 million downloads
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As the science gets more advanced and the information about these two points becomes clearer, the view of this information might modify our understanding to these processes. Then, some topics might be dropped, and others might be raised or become more obvious. However, the feeding of halophyte forages as per se has several drawbacks and therefore, they have to be fed in mixed rations, fortifying these rations with energy supplements.",book:{id:"5978",slug:"new-perspectives-in-forage-crops",title:"New Perspectives in Forage Crops",fullTitle:"New Perspectives in Forage Crops"},signatures:"Salah A. Attia-Ismail",authors:[{id:"204190",title:"Emeritus Prof.",name:"Salah",middleName:"Abdelaty",surname:"Attia-Ismail",slug:"salah-attia-ismail",fullName:"Salah Attia-Ismail"}]},{id:"72082",doi:"10.5772/intechopen.92303",title:"Revalorization of Coffee Waste",slug:"revalorization-of-coffee-waste",totalDownloads:1079,totalCrossrefCites:4,totalDimensionsCites:10,abstract:"One of the household methods most used to prepare the coffee beverage is the coffee dripping method, which generates millions of tons of coffee waste (CW). Its disposition without control causes environmental matters due to the high consumption of oxygen during its discomposing process. However, the high availability, low cost, and chemical composition of CW (cellulose, hemicelluloses, lignin, ashes, protein, aliphatic acids, fats, and water) make them useful material for obtaining added-value products and bioenergy. In this chapter, the state of the art of different sustainable alternatives to revalorize CW is shown. CW has been successfully applied as an adsorbent for removing pollutants from wastewater and gas, a precursor for obtaining activated carbon, and a feedstock for producing energy and valuable products using mono-process extraction and biorefinery.",book:{id:"8952",slug:"coffee-production-and-research",title:"Coffee",fullTitle:"Coffee - Production and Research"},signatures:"Felipe J. Cerino-Córdova, Nancy E. Dávila-Guzmán, Azucena M. García León, Jacob J. Salazar-Rabago and Eduardo Soto-Regalado",authors:null},{id:"56029",doi:"10.5772/intechopen.69614",title:"Production of Spineless Cactus in Brazilian Semiarid",slug:"production-of-spineless-cactus-in-brazilian-semiarid",totalDownloads:1888,totalCrossrefCites:4,totalDimensionsCites:8,abstract:"The term “spineless cactus” is used in Brazil to designate cultivars of Opuntia ficus indica Mill and Nopalea cochenillifera Salm Dyck. The spineless cactus was consolidated in Brazilian semiarid as a strategic fundamental food resource in several production livestock systems, constituting a plant with enormous productive potential. Thus, the spineless cactus has been widely cultivated and used for several decades, by enabling the animal feeding in critical periods of year because of its characteristics, morpho‐anatomical and physiological (CAM), which makes it tolerant to long droughts, being a crop that presents high productivity in droughts conditions, when compared to other forages. Nevertheless, the spineless cactus is a crop relatively picky about soil and climate characteristics of region, presenting greater growth in fertile soils, as well as in regions where nighttime temperatures are cool and the air humidity is relatively high. Although the crop be adapted to long droughts periods, many times it’s necessary to perform irrigation in its production system, mainly in regions of low rainfall, for to supply its water needs, thus ensuring productivity and survival of crop. Therefore, the knowledge of characteristics of plant, as well as of appropriate management techniques to crop, is essential for the good performance of spineless cactus.",book:{id:"5978",slug:"new-perspectives-in-forage-crops",title:"New Perspectives in Forage Crops",fullTitle:"New Perspectives in Forage Crops"},signatures:"Wilma Cristina Cavalcante dos Santos Sá, Edson Mauro Santos,\nJuliana Silva de Oliveira and Alexandre Fernandes Perazzo",authors:[{id:"139631",title:"Dr.",name:"Edson Mauro",middleName:null,surname:"Santos",slug:"edson-mauro-santos",fullName:"Edson Mauro Santos"},{id:"180036",title:"Dr.",name:"Juliana",middleName:null,surname:"Oliveira",slug:"juliana-oliveira",fullName:"Juliana Oliveira"},{id:"203022",title:"MSc.",name:"Wilma",middleName:null,surname:"Sá",slug:"wilma-sa",fullName:"Wilma Sá"},{id:"207265",title:"Dr.",name:"Alexandre",middleName:null,surname:"Perazzo",slug:"alexandre-perazzo",fullName:"Alexandre Perazzo"}]},{id:"71528",doi:"10.5772/intechopen.91725",title:"A Detail Chemistry of Coffee and Its Analysis",slug:"a-detail-chemistry-of-coffee-and-its-analysis",totalDownloads:2322,totalCrossrefCites:5,totalDimensionsCites:6,abstract:"This review article highlights the detailed chemistry of coffee including its components; chemical constituents like carbohydrates, proteins, lipids, and caffeine; aromatic principles; oil and waxes; and minerals and acids. The high extent of caffeine can be found in the coffee plants; hence, in the second part of the study, various analytical methods are designed for the proper identification, separation, optimization, purification, and determination of caffeine present in coffee, tea, and marketed coffee. These analytical methods are appropriated for the separation and quantification of caffeine. The various analytical methods include spectroscopy methods like UV, IR, and NMR spectroscopy; chromatographic methods like paper, TLC, column, HPLC, and gas chromatography; and hyphenated techniques like LC–MS, GC–MS, and GC–MS/MS. This article compares and contrasts the amount of caffeine by various analytical methods.",book:{id:"8952",slug:"coffee-production-and-research",title:"Coffee",fullTitle:"Coffee - Production and Research"},signatures:"Hemraj Sharma",authors:null},{id:"69900",doi:"10.5772/intechopen.89508",title:"Coffee By-Products: Nowadays and Perspectives",slug:"coffee-by-products-nowadays-and-perspectives",totalDownloads:1139,totalCrossrefCites:3,totalDimensionsCites:6,abstract:"Coffee is one of the most consumed products around the world; 2.25 billions of coffee cup are consumed everyday in the world. For coffee crop production, different by-products are produced, such as coffee peel, coffee husk, parchment, and spent coffee grounds. These by-products have several problems associated at the final disposition. In this book chapter, we study the main coffee varieties produced in the world, the by-products produced, and its composition and finally assess the potential of supramolecular solvents (SUPRAS) and water as green solvents for high-added-value compound extractions. Bioactive compounds were extracted from fresh and dried coffee peel in an acceptable rate for industrial applications. SUPRAS offer advantages in terms of rapidity (5 min) and simplicity (stirring and centrifugation at room temperature), thus avoiding costly processes based on high pressure and temperature. Extractions carried out using water as solvent is another technique of extraction mixing temperature (above 60°C) and time (4.5 min) obtained a beverage or solution with presence a bioactive compounds how caffeine, chlorogenic acid and polyphenols.",book:{id:"8952",slug:"coffee-production-and-research",title:"Coffee",fullTitle:"Coffee - Production and Research"},signatures:"Laura Sofía Torres-Valenzuela, Johanna Andrea Serna-Jiménez and Katherine Martínez",authors:null}],mostDownloadedChaptersLast30Days:[{id:"71528",title:"A Detail Chemistry of Coffee and Its Analysis",slug:"a-detail-chemistry-of-coffee-and-its-analysis",totalDownloads:2322,totalCrossrefCites:5,totalDimensionsCites:6,abstract:"This review article highlights the detailed chemistry of coffee including its components; chemical constituents like carbohydrates, proteins, lipids, and caffeine; aromatic principles; oil and waxes; and minerals and acids. 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The post-harvest processing activities contribute about 60% of the quality of green coffee beans. The post-harvest operations include pulping, processing, drying, hulling, cleaning, sorting, grading, storage, roasting, grinding, and cupping. This chapter comprises the harvest and post-harvest operations of coffee and their impacts on coffee quality.",book:{id:"8952",slug:"coffee-production-and-research",title:"Coffee",fullTitle:"Coffee - Production and Research"},signatures:"Mesfin Haile and Won Hee Kang",authors:null},{id:"72400",title:"Factors Affecting Efficiency of Vegetable Production in Nigeria: A Review",slug:"factors-affecting-efficiency-of-vegetable-production-in-nigeria-a-review",totalDownloads:800,totalCrossrefCites:0,totalDimensionsCites:2,abstract:"Vegetables are important for maintenance of good health; their production and marketing are veritable sources of employment and livelihood. To promote vegetables’ contribution to the above, there is a need for sustainable and efficient production process. The paper reviewed production, socioeconomic factors, and constraint affecting efficiency of production of three important vegetables (tomato, pepper, and onion). The review showed that socioeconomic factors found to increase technical efficiency in vegetable production were educational level, extension contact, and household size. Influence of farmer age on technical efficiency was inconclusive due to varied opinions. Increase in farm size, quantity of seed, amount of fertilizer, and agrochemical were found to have positive influence on output. Majority of the literature reviewed opined that increase in quantity of labour raises productivity; however, it must be utilized efficiently. The mean technical efficiency of the vegetables varied from the southern to the northern part of the country. The cross cutting constraints in vegetables production are pest and diseases, inadequate storage facilities, and high cost of improved inputs. The study recommends increase awareness and sensitization on optimum levels of resource use for increased productivity and appropriate intervention to constraints in the value chain.",book:{id:"10142",slug:"agricultural-economics",title:"Agricultural Economics",fullTitle:"Agricultural Economics"},signatures:"Iyabo Bosede Adeoye",authors:[{id:"317695",title:"Dr.",name:"Iyabo Bosede",middleName:null,surname:"Adeoye",slug:"iyabo-bosede-adeoye",fullName:"Iyabo Bosede Adeoye"}]},{id:"65591",title:"Insect Pest Management in Organic Farming System",slug:"insect-pest-management-in-organic-farming-system",totalDownloads:2587,totalCrossrefCites:1,totalDimensionsCites:4,abstract:"Due to the regulations of organic farming, few options remain for organic farmers to manage pests and diseases in their crops compared to conventional farming. However, major pests could still be managed through manipulation of the agroecosystem processes in advantage of the crops and disadvantage of pests. The limited number of active plant protection substances authorized for use in organic farming can provide support to natural and biological control agents in suppression of pests and diseases. This chapter highlights the principles and strategies of crop protection in organic farming, the cultural practices adopted, the active substances allowed for use to suppress pests, and the impacts on faunal and floral biodiversity. A case study of organic date palm cultivation is discussed.",book:{id:"6988",slug:"multifunctionality-and-impacts-of-organic-and-conventional-agriculture",title:"Multifunctionality and Impacts of Organic and Conventional Agriculture",fullTitle:"Multifunctionality and Impacts of Organic and Conventional Agriculture"},signatures:"Hamadttu Abdel Farag El-Shafie",authors:[{id:"192142",title:"Dr.",name:"Hamadttu",middleName:null,surname:"El-Shafie",slug:"hamadttu-el-shafie",fullName:"Hamadttu El-Shafie"}]},{id:"69412",title:"Soil Management and Water-Use Efficiency in Brazilian Coffee Crops",slug:"soil-management-and-water-use-efficiency-in-brazilian-coffee-crops",totalDownloads:803,totalCrossrefCites:1,totalDimensionsCites:1,abstract:"Brazil is a world leader in coffee production. However, currently, it coexists with recurrent and severe droughts, accompanied by intense heat, strong insolation and low relative humidity. As the cultivation is carried out primarily in the rainy season, these world climate variations have affected crops yields and fruits quality, requiring innovative actions that promote efficient use of water stored in the soil. Among several soil management practices that promote a more rational use of water, deep tillage combined with liming, gypsum and fertilizer amendments lead to an increase in effective depth of coffee roots, therefore reducing water stress. Moreover, intercropping with Urochloa sp. is highly efficient in enhancing soil structure, water infiltration and plant available water capacity. 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Singh",profilePictureURL:"https://mts.intechopen.com/storage/users/329385/images/system/329385.png",institutionString:"Punjab Technical University",institution:{name:"Punjab Technical University",institutionURL:null,country:{name:"India"}}}],equalEditorOne:null,equalEditorTwo:null,equalEditorThree:null},{type:"book",id:"8018",title:"Extracellular Matrix",subtitle:"Developments and Therapeutics",coverURL:"https://cdn.intechopen.com/books/images_new/8018.jpg",slug:"extracellular-matrix-developments-and-therapeutics",publishedDate:"October 27th 2021",editedByType:"Edited by",bookSignature:"Rama Sashank Madhurapantula, Joseph Orgel P.R.O. and Zvi Loewy",hash:"c85e82851e80b40282ff9be99ddf2046",volumeInSeries:23,fullTitle:"Extracellular Matrix - Developments and Therapeutics",editors:[{id:"212416",title:"Dr.",name:"Rama Sashank",middleName:null,surname:"Madhurapantula",slug:"rama-sashank-madhurapantula",fullName:"Rama Sashank Madhurapantula",profilePictureURL:"https://mts.intechopen.com/storage/users/212416/images/system/212416.jpg",institutionString:"Illinois Institute of Technology",institution:{name:"Illinois Institute of Technology",institutionURL:null,country:{name:"United States of America"}}}],equalEditorOne:null,equalEditorTwo:null,equalEditorThree:null},{type:"book",id:"9759",title:"Vitamin E in Health and Disease",subtitle:"Interactions, Diseases and Health Aspects",coverURL:"https://cdn.intechopen.com/books/images_new/9759.jpg",slug:"vitamin-e-in-health-and-disease-interactions-diseases-and-health-aspects",publishedDate:"October 6th 2021",editedByType:"Edited by",bookSignature:"Pınar Erkekoglu and Júlia Scherer Santos",hash:"6c3ddcc13626110de289b57f2516ac8f",volumeInSeries:22,fullTitle:"Vitamin E in Health and Disease - Interactions, Diseases and Health Aspects",editors:[{id:"109978",title:"Prof.",name:"Pınar",middleName:null,surname:"Erkekoğlu",slug:"pinar-erkekoglu",fullName:"Pınar Erkekoğlu",profilePictureURL:"https://mts.intechopen.com/storage/users/109978/images/system/109978.jpg",institutionString:"Hacettepe University",institution:{name:"Hacettepe University",institutionURL:null,country:{name:"Turkey"}}}],equalEditorOne:null,equalEditorTwo:null,equalEditorThree:null},{type:"book",id:"9753",title:"Terpenes and Terpenoids",subtitle:"Recent Advances",coverURL:"https://cdn.intechopen.com/books/images_new/9753.jpg",slug:"terpenes-and-terpenoids-recent-advances",publishedDate:"July 28th 2021",editedByType:"Edited by",bookSignature:"Shagufta Perveen and Areej Mohammad Al-Taweel",hash:"575689df13c78bf0e6c1be40804cd010",volumeInSeries:21,fullTitle:"Terpenes and Terpenoids - Recent Advances",editors:[{id:"192992",title:"Prof.",name:"Shagufta",middleName:null,surname:"Perveen",slug:"shagufta-perveen",fullName:"Shagufta Perveen",profilePictureURL:"https://mts.intechopen.com/storage/users/192992/images/system/192992.png",institutionString:"King Saud University",institution:{name:"King Saud University",institutionURL:null,country:{name:"Saudi Arabia"}}}],equalEditorOne:null,equalEditorTwo:null,equalEditorThree:null}]},subseriesFiltersForPublishedBooks:[{group:"subseries",caption:"Proteomics",value:18,count:4},{group:"subseries",caption:"Metabolism",value:17,count:6},{group:"subseries",caption:"Cell and Molecular Biology",value:14,count:9},{group:"subseries",caption:"Chemical Biology",value:15,count:12}],publicationYearFilters:[{group:"publicationYear",caption:"2022",value:2022,count:7},{group:"publicationYear",caption:"2021",value:2021,count:7},{group:"publicationYear",caption:"2020",value:2020,count:12},{group:"publicationYear",caption:"2019",value:2019,count:3},{group:"publicationYear",caption:"2018",value:2018,count:2}],authors:{paginationCount:148,paginationItems:[{id:"165328",title:"Dr.",name:"Vahid",middleName:null,surname:"Asadpour",slug:"vahid-asadpour",fullName:"Vahid Asadpour",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/165328/images/system/165328.jpg",biography:"Vahid Asadpour, MS, Ph.D., is currently with the Department of Research and Evaluation, Kaiser Permanente Southern California. He has both an MS and Ph.D. in Biomedical Engineering. He was previously a research scientist at the University of California Los Angeles (UCLA) and visiting professor and researcher at the University of North Dakota. He is currently working in artificial intelligence and its applications in medical signal processing. In addition, he is using digital signal processing in medical imaging and speech processing. Dr. Asadpour has developed brain-computer interfacing algorithms and has published books, book chapters, and several journal and conference papers in this field and other areas of intelligent signal processing. He has also designed medical devices, including a laser Doppler monitoring system.",institutionString:"Kaiser Permanente Southern California",institution:null},{id:"169608",title:"Prof.",name:"Marian",middleName:null,surname:"Găiceanu",slug:"marian-gaiceanu",fullName:"Marian Găiceanu",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/169608/images/system/169608.png",biography:"Prof. Dr. Marian Gaiceanu graduated from the Naval and Electrical Engineering Faculty, Dunarea de Jos University of Galati, Romania, in 1997. He received a Ph.D. (Magna Cum Laude) in Electrical Engineering in 2002. Since 2017, Dr. Gaiceanu has been a Ph.D. supervisor for students in Electrical Engineering. He has been employed at Dunarea de Jos University of Galati since 1996, where he is currently a professor. Dr. Gaiceanu is a member of the National Council for Attesting Titles, Diplomas and Certificates, an expert of the Executive Agency for Higher Education, Research Funding, and a member of the Senate of the Dunarea de Jos University of Galati. He has been the head of the Integrated Energy Conversion Systems and Advanced Control of Complex Processes Research Center, Romania, since 2016. He has conducted several projects in power converter systems for electrical drives, power quality, PEM and SOFC fuel cell power converters for utilities, electric vehicles, and marine applications with the Department of Regulation and Control, SIEI S.pA. (2002–2004) and the Polytechnic University of Turin, Italy (2002–2004, 2006–2007). He is a member of the Institute of Electrical and Electronics Engineers (IEEE) and cofounder-member of the IEEE Power Electronics Romanian Chapter. He is a guest editor at Energies and an academic book editor for IntechOpen. He is also a member of the editorial boards of the Journal of Electrical Engineering, Electronics, Control and Computer Science and Sustainability. Dr. Gaiceanu has been General Chairman of the IEEE International Symposium on Electrical and Electronics Engineering in the last six editions.",institutionString:'"Dunarea de Jos" University of Galati',institution:{name:'"Dunarea de Jos" University of Galati',country:{name:"Romania"}}},{id:"4519",title:"Prof.",name:"Jaydip",middleName:null,surname:"Sen",slug:"jaydip-sen",fullName:"Jaydip Sen",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/4519/images/system/4519.jpeg",biography:"Jaydip Sen is associated with Praxis Business School, Kolkata, India, as a professor in the Department of Data Science. His research areas include security and privacy issues in computing and communication, intrusion detection systems, machine learning, deep learning, and artificial intelligence in the financial domain. He has more than 200 publications in reputed international journals, refereed conference proceedings, and 20 book chapters in books published by internationally renowned publishing houses, such as Springer, CRC press, IGI Global, etc. Currently, he is serving on the editorial board of the prestigious journal Frontiers in Communications and Networks and in the technical program committees of a number of high-ranked international conferences organized by the IEEE, USA, and the ACM, USA. He has been listed among the top 2% of scientists in the world for the last three consecutive years, 2019 to 2021 as per studies conducted by the Stanford University, USA.",institutionString:"Praxis Business School",institution:null},{id:"320071",title:"Dr.",name:"Sidra",middleName:null,surname:"Mehtab",slug:"sidra-mehtab",fullName:"Sidra Mehtab",position:null,profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0033Y00002v6KHoQAM/Profile_Picture_1584512086360",biography:"Sidra Mehtab has completed her BS with honors in Physics from Calcutta University, India in 2018. She has done MS in Data Science and Analytics from Maulana Abul Kalam Azad University of Technology (MAKAUT), Kolkata, India in 2020. Her research areas include Econometrics, Time Series Analysis, Machine Learning, Deep Learning, Artificial Intelligence, and Computer and Network Security with a particular focus on Cyber Security Analytics. Ms. Mehtab has published seven papers in international conferences and one of her papers has been accepted for publication in a reputable international journal. She has won the best paper awards in two prestigious international conferences – BAICONF 2019, and ICADCML 2021, organized in the Indian Institute of Management, Bangalore, India in December 2019, and SOA University, Bhubaneswar, India in January 2021. Besides, Ms. Mehtab has also published two book chapters in two books. Seven of her book chapters will be published in a volume shortly in 2021 by Cambridge Scholars’ Press, UK. Currently, she is working as the joint editor of two edited volumes on Time Series Analysis and Forecasting to be published in the first half of 2021 by an international house. Currently, she is working as a Data Scientist with an MNC in Delhi, India.",institutionString:"NSHM College of Management and Technology",institution:null},{id:"226240",title:"Dr.",name:"Andri Irfan",middleName:null,surname:"Rifai",slug:"andri-irfan-rifai",fullName:"Andri Irfan Rifai",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/226240/images/7412_n.jpg",biography:"Andri IRFAN is a Senior Lecturer of Civil Engineering and Planning. He completed the PhD at the Universitas Indonesia & Universidade do Minho with Sandwich Program Scholarship from the Directorate General of Higher Education and LPDP scholarship. He has been teaching for more than 19 years and much active to applied his knowledge in the project construction in Indonesia. His research interest ranges from pavement management system to advanced data mining techniques for transportation engineering. He has published more than 50 papers in journals and 2 books.",institutionString:null,institution:{name:"Universitas Internasional Batam",country:{name:"Indonesia"}}},{id:"314576",title:"Dr.",name:"Ibai",middleName:null,surname:"Laña",slug:"ibai-lana",fullName:"Ibai Laña",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/314576/images/system/314576.jpg",biography:"Dr. Ibai Laña works at TECNALIA as a data analyst. He received his Ph.D. in Artificial Intelligence from the University of the Basque Country (UPV/EHU), Spain, in 2018. He is currently a senior researcher at TECNALIA. His research interests fall within the intersection of intelligent transportation systems, machine learning, traffic data analysis, and data science. He has dealt with urban traffic forecasting problems, applying machine learning models and evolutionary algorithms. He has experience in origin-destination matrix estimation or point of interest and trajectory detection. Working with large volumes of data has given him a good command of big data processing tools and NoSQL databases. He has also been a visiting scholar at the Knowledge Engineering and Discovery Research Institute, Auckland University of Technology.",institutionString:"TECNALIA Research & Innovation",institution:{name:"Tecnalia",country:{name:"Spain"}}},{id:"314575",title:"Dr.",name:"Jesus",middleName:null,surname:"L. Lobo",slug:"jesus-l.-lobo",fullName:"Jesus L. Lobo",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/314575/images/system/314575.png",biography:"Dr. Jesús López is currently based in Bilbao (Spain) working at TECNALIA as Artificial Intelligence Research Scientist. In most cases, a project idea or a new research line needs to be investigated to see if it is good enough to take into production or to focus on it. That is exactly what he does, diving into Machine Learning algorithms and technologies to help TECNALIA to decide whether something is great in theory or will actually impact on the product or processes of its projects. So, he is expert at framing experiments, developing hypotheses, and proving whether they’re true or not, in order to investigate fundamental problems with a longer time horizon. He is also able to design and develop PoCs and system prototypes in simulation. He has participated in several national and internacional R&D projects.\n\nAs another relevant part of his everyday research work, he usually publishes his findings in reputed scientific refereed journals and international conferences, occasionally acting as reviewer and Programme Commitee member. Concretely, since 2018 he has published 9 JCR (8 Q1) journal papers, 9 conference papers (e.g. ECML PKDD 2021), and he has co-edited a book. He is also active in popular science writing data science stories for reputed blogs (KDNuggets, TowardsDataScience, Naukas). Besides, he has recently embarked on mentoring programmes as mentor, and has also worked as data science trainer.",institutionString:"TECNALIA Research & Innovation",institution:{name:"Tecnalia",country:{name:"Spain"}}},{id:"103779",title:"Prof.",name:"Yalcin",middleName:null,surname:"Isler",slug:"yalcin-isler",fullName:"Yalcin Isler",position:null,profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0030O00002bRyQ8QAK/Profile_Picture_1628834958734",biography:"Yalcin Isler (1971 - Burdur / Turkey) received the B.Sc. degree in the Department of Electrical and Electronics Engineering from Anadolu University, Eskisehir, Turkey, in 1993, the M.Sc. degree from the Department of Electronics and Communication Engineering, Suleyman Demirel University, Isparta, Turkey, in 1996, the Ph.D. degree from the Department of Electrical and Electronics Engineering, Dokuz Eylul University, Izmir, Turkey, in 2009, and the Competence of Associate Professorship from the Turkish Interuniversity Council in 2019.\n\nHe was Lecturer at Burdur Vocational School in Suleyman Demirel University (1993-2000, Burdur / Turkey), Software Engineer (2000-2002, Izmir / Turkey), Research Assistant in Bulent Ecevit University (2002-2003, Zonguldak / Turkey), Research Assistant in Dokuz Eylul University (2003-2010, Izmir / Turkey), Assistant Professor at the Department of Electrical and Electronics Engineering in Bulent Ecevit University (2010-2012, Zonguldak / Turkey), Assistant Professor at the Department of Biomedical Engineering in Izmir Katip Celebi University (2012-2019, Izmir / Turkey). He is an Associate Professor at the Department of Biomedical Engineering at Izmir Katip Celebi University, Izmir / Turkey, since 2019. In addition to academics, he has also founded Islerya Medical and Information Technologies Company, Izmir / Turkey, since 2017.\n\nHis main research interests cover biomedical signal processing, pattern recognition, medical device design, programming, and embedded systems. He has many scientific papers and participated in several projects in these study fields. He was an IEEE Student Member (2009-2011) and IEEE Member (2011-2014) and has been IEEE Senior Member since 2014.",institutionString:null,institution:{name:"Izmir Kâtip Çelebi University",country:{name:"Turkey"}}},{id:"339677",title:"Dr.",name:"Mrinmoy",middleName:null,surname:"Roy",slug:"mrinmoy-roy",fullName:"Mrinmoy Roy",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/339677/images/16768_n.jpg",biography:"An accomplished Sales & Marketing professional with 12 years of cross-functional experience in well-known organisations such as CIPLA, LUPIN, GLENMARK, ASTRAZENECA across different segment of Sales & Marketing, International Business, Institutional Business, Product Management, Strategic Marketing of HIV, Oncology, Derma, Respiratory, Anti-Diabetic, Nutraceutical & Stomatological Product Portfolio and Generic as well as Chronic Critical Care Portfolio. A First Class MBA in International Business & Strategic Marketing, B.Pharm, D.Pharm, Google Certified Digital Marketing Professional. Qualified PhD Candidate in Operations and Management with special focus on Artificial Intelligence and Machine Learning adoption, analysis and use in Healthcare, Hospital & Pharma Domain. Seasoned with diverse therapy area of Pharmaceutical Sales & Marketing ranging from generating revenue through generating prescriptions, launching new products, and making them big brands with continuous strategy execution at the Physician and Patients level. Moved from Sales to Marketing and Business Development for 3.5 years in South East Asian Market operating from Manila, Philippines. Came back to India and handled and developed Brands such as Gluconorm, Lupisulin, Supracal, Absolut Woman, Hemozink, Fabiflu (For COVID 19), and many more. In my previous assignment I used to develop and execute strategies on Sales & Marketing, Commercialization & Business Development for Institution and Corporate Hospital Business portfolio of Oncology Therapy Area for AstraZeneca Pharma India Ltd. Being a Research Scholar and Student of ‘Operations Research & Management: Artificial Intelligence’ I published several pioneer research papers and book chapters on the same in Internationally reputed journals and Books indexed in Scopus, Springer and Ei Compendex, Google Scholar etc. Currently, I am launching PGDM Pharmaceutical Management Program in IIHMR Bangalore and spearheading the course curriculum and structure of the same. I am interested in Collaboration for Healthcare Innovation, Pharma AI Innovation, Future trend in Marketing and Management with incubation on Healthcare, Healthcare IT startups, AI-ML Modelling and Healthcare Algorithm based training module development. I am also an affiliated member of the Institute of Management Consultant of India, looking forward to Healthcare, Healthcare IT and Innovation, Pharma and Hospital Management Consulting works.",institutionString:null,institution:{name:"Lovely Professional University",country:{name:"India"}}},{id:"310576",title:"Prof.",name:"Erick Giovani",middleName:null,surname:"Sperandio Nascimento",slug:"erick-giovani-sperandio-nascimento",fullName:"Erick Giovani Sperandio Nascimento",position:null,profilePictureURL:"https://intech-files.s3.amazonaws.com/0033Y00002pDKxDQAW/ProfilePicture%202022-06-20%2019%3A57%3A24.788",biography:"Prof. Erick Sperandio is the Lead Researcher and professor of Artificial Intelligence (AI) at SENAI CIMATEC, Bahia, Brazil, also working with Computational Modeling (CM) and HPC. He holds a PhD in Environmental Engineering in the area of Atmospheric Computational Modeling, a Master in Informatics in the field of Computational Intelligence and Graduated in Computer Science from UFES. He currently coordinates, leads and participates in R&D projects in the areas of AI, computational modeling and supercomputing applied to different areas such as Oil and Gas, Health, Advanced Manufacturing, Renewable Energies and Atmospheric Sciences, advising undergraduate, master's and doctoral students. He is the Lead Researcher at SENAI CIMATEC's Reference Center on Artificial Intelligence. In addition, he is a Certified Instructor and University Ambassador of the NVIDIA Deep Learning Institute (DLI) in the areas of Deep Learning, Computer Vision, Natural Language Processing and Recommender Systems, and Principal Investigator of the NVIDIA/CIMATEC AI Joint Lab, the first in Latin America within the NVIDIA AI Technology Center (NVAITC) worldwide program. He also works as a researcher at the Supercomputing Center for Industrial Innovation (CS2i) and at the SENAI Institute of Innovation for Automation (ISI Automação), both from SENAI CIMATEC. He is a member and vice-coordinator of the Basic Board of Scientific-Technological Advice and Evaluation, in the area of Innovation, of the Foundation for Research Support of the State of Bahia (FAPESB). He serves as Technology Transfer Coordinator and one of the Principal Investigators at the National Applied Research Center in Artificial Intelligence (CPA-IA) of SENAI CIMATEC, focusing on Industry, being one of the six CPA-IA in Brazil approved by MCTI / FAPESP / CGI.br. He also participates as one of the representatives of Brazil in the BRICS Innovation Collaboration Working Group on HPC, ICT and AI. He is the coordinator of the Work Group of the Axis 5 - Workforce and Training - of the Brazilian Strategy for Artificial Intelligence (EBIA), and member of the MCTI/EMBRAPII AI Innovation Network Training Committee. He is the coordinator, by SENAI CIMATEC, of the Artificial Intelligence Reference Network of the State of Bahia (REDE BAH.IA). He leads the working group of experts representing Brazil in the Global Partnership on Artificial Intelligence (GPAI), on the theme \"AI and the Pandemic Response\".",institutionString:"Manufacturing and Technology Integrated Campus – SENAI CIMATEC",institution:null},{id:"1063",title:"Prof.",name:"Constantin",middleName:null,surname:"Volosencu",slug:"constantin-volosencu",fullName:"Constantin Volosencu",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/1063/images/system/1063.png",biography:"Prof. Dr. Constantin Voloşencu graduated as an engineer from\nPolitehnica University of Timișoara, Romania, where he also\nobtained a doctorate degree. He is currently a full professor in\nthe Department of Automation and Applied Informatics at the\nsame university. Dr. Voloşencu is the author of ten books, seven\nbook chapters, and more than 160 papers published in journals\nand conference proceedings. He has also edited twelve books and\nhas twenty-seven patents to his name. He is a manager of research grants, editor in\nchief and member of international journal editorial boards, a former plenary speaker, a member of scientific committees, and chair at international conferences. His\nresearch is in the fields of control systems, control of electric drives, fuzzy control\nsystems, neural network applications, fault detection and diagnosis, sensor network\napplications, monitoring of distributed parameter systems, and power ultrasound\napplications. He has developed automation equipment for machine tools, spooling\nmachines, high-power ultrasound processes, and more.",institutionString:"Polytechnic University of Timişoara",institution:{name:"Polytechnic University of Timişoara",country:{name:"Romania"}}},{id:"221364",title:"Dr.",name:"Eneko",middleName:null,surname:"Osaba",slug:"eneko-osaba",fullName:"Eneko Osaba",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/221364/images/system/221364.jpg",biography:"Dr. Eneko Osaba works at TECNALIA as a senior researcher. He obtained his Ph.D. in Artificial Intelligence in 2015. He has participated in more than twenty-five local and European research projects, and in the publication of more than 130 papers. He has performed several stays at universities in the United Kingdom, Italy, and Malta. Dr. Osaba has served as a program committee member in more than forty international conferences and participated in organizing activities in more than ten international conferences. He is a member of the editorial board of the International Journal of Artificial Intelligence, Data in Brief, and Journal of Advanced Transportation. He is also a guest editor for the Journal of Computational Science, Neurocomputing, Swarm, and Evolutionary Computation and IEEE ITS Magazine.",institutionString:"TECNALIA Research & Innovation",institution:{name:"Tecnalia",country:{name:"Spain"}}},{id:"275829",title:"Dr.",name:"Esther",middleName:null,surname:"Villar-Rodriguez",slug:"esther-villar-rodriguez",fullName:"Esther Villar-Rodriguez",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/275829/images/system/275829.jpg",biography:"Dr. Esther Villar obtained a Ph.D. in Information and Communication Technologies from the University of Alcalá, Spain, in 2015. She obtained a degree in Computer Science from the University of Deusto, Spain, in 2010, and an MSc in Computer Languages and Systems from the National University of Distance Education, Spain, in 2012. Her areas of interest and knowledge include natural language processing (NLP), detection of impersonation in social networks, semantic web, and machine learning. Dr. Esther Villar made several contributions at conferences and publishing in various journals in those fields. Currently, she is working within the OPTIMA (Optimization Modeling & Analytics) business of TECNALIA’s ICT Division as a data scientist in projects related to the prediction and optimization of management and industrial processes (resource planning, energy efficiency, etc).",institutionString:"TECNALIA Research & Innovation",institution:{name:"Tecnalia",country:{name:"Spain"}}},{id:"49813",title:"Dr.",name:"Javier",middleName:null,surname:"Del Ser",slug:"javier-del-ser",fullName:"Javier Del Ser",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/49813/images/system/49813.png",biography:"Prof. Dr. Javier Del Ser received his first PhD in Telecommunication Engineering (Cum Laude) from the University of Navarra, Spain, in 2006, and a second PhD in Computational Intelligence (Summa Cum Laude) from the University of Alcala, Spain, in 2013. He is currently a principal researcher in data analytics and optimisation at TECNALIA (Spain), a visiting fellow at the Basque Center for Applied Mathematics (BCAM) and a part-time lecturer at the University of the Basque Country (UPV/EHU). His research interests gravitate on the use of descriptive, prescriptive and predictive algorithms for data mining and optimization in a diverse range of application fields such as Energy, Transport, Telecommunications, Health and Industry, among others. In these fields he has published more than 240 articles, co-supervised 8 Ph.D. theses, edited 6 books, coauthored 7 patents and participated/led more than 40 research projects. He is a Senior Member of the IEEE, and a recipient of the Biscay Talent prize for his academic career.",institutionString:"Tecnalia Research & Innovation",institution:null},{id:"278948",title:"Dr.",name:"Carlos Pedro",middleName:null,surname:"Gonçalves",slug:"carlos-pedro-goncalves",fullName:"Carlos Pedro Gonçalves",position:null,profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0030O00002bRcmyQAC/Profile_Picture_1564224512145",biography:'Carlos Pedro Gonçalves (PhD) is an Associate Professor at Lusophone University of Humanities and Technologies and a researcher on Complexity Sciences, Quantum Technologies, Artificial Intelligence, Strategic Studies, Studies in Intelligence and Security, FinTech and Financial Risk Modeling. He is also a progammer with programming experience in:\n\nA) Quantum Computing using Qiskit Python module and IBM Quantum Experience Platform, with software developed on the simulation of Quantum Artificial Neural Networks and Quantum Cybersecurity;\n\nB) Artificial Intelligence and Machine learning programming in Python;\n\nC) Artificial Intelligence, Multiagent Systems Modeling and System Dynamics Modeling in Netlogo, with models developed in the areas of Chaos Theory, Econophysics, Artificial Intelligence, Classical and Quantum Complex Systems Science, with the Econophysics models having been cited worldwide and incorporated in PhD programs by different Universities.\n\nReceived an Arctic Code Vault Contributor status by GitHub, due to having developed open source software preserved in the \\"Arctic Code Vault\\" for future generations (https://archiveprogram.github.com/arctic-vault/), with the Strategy Analyzer A.I. module for decision making support (based on his PhD thesis, used in his Classes on Decision Making and in Strategic Intelligence Consulting Activities) and QNeural Python Quantum Neural Network simulator also preserved in the \\"Arctic Code Vault\\", for access to these software modules see: https://github.com/cpgoncalves. He is also a peer reviewer with outsanding review status from Elsevier journals, including Physica A, Neurocomputing and Engineering Applications of Artificial Intelligence. Science CV available at: https://www.cienciavitae.pt//pt/8E1C-A8B3-78C5 and ORCID: https://orcid.org/0000-0002-0298-3974',institutionString:"University of Lisbon",institution:{name:"Universidade Lusófona",country:{name:"Portugal"}}},{id:"241400",title:"Prof.",name:"Mohammed",middleName:null,surname:"Bsiss",slug:"mohammed-bsiss",fullName:"Mohammed Bsiss",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/241400/images/8062_n.jpg",biography:null,institutionString:null,institution:null},{id:"276128",title:"Dr.",name:"Hira",middleName:null,surname:"Fatima",slug:"hira-fatima",fullName:"Hira Fatima",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/276128/images/14420_n.jpg",biography:"Dr. Hira Fatima\nAssistant Professor\nDepartment of Mathematics\nInstitute of Applied Science\nMangalayatan University, Aligarh\nMobile: no : 8532041179\nhirafatima2014@gmal.com\n\nDr. Hira Fatima has received his Ph.D. degree in pure Mathematics from Aligarh Muslim University, Aligarh India. Currently working as an Assistant Professor in the Department of Mathematics, Institute of Applied Science, Mangalayatan University, Aligarh. She taught so many courses of Mathematics of UG and PG level. Her research Area of Expertise is Functional Analysis & Sequence Spaces. She has been working on Ideal Convergence of double sequence. She has published 17 research papers in National and International Journals including Cogent Mathematics, Filomat, Journal of Intelligent and Fuzzy Systems, Advances in Difference Equations, Journal of Mathematical Analysis, Journal of Mathematical & Computer Science etc. She has also reviewed few research papers for the and international journals. 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Shukla",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",biography:null,institutionString:null,institution:{name:"Indian Institute of Technology Kanpur",country:{name:"India"}}},{id:"356823",title:"MSc.",name:"Seonghee",middleName:null,surname:"Min",slug:"seonghee-min",fullName:"Seonghee Min",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",biography:null,institutionString:null,institution:{name:"Daegu University",country:{name:"Korea, South"}}},{id:"353307",title:"Prof.",name:"Yoosoo",middleName:null,surname:"Oh",slug:"yoosoo-oh",fullName:"Yoosoo Oh",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",biography:"Yoosoo Oh received his Bachelor's degree in the Department of Electronics and Engineering from Kyungpook National University in 2002. He obtained his Master’s degree in the Department of Information and Communications from Gwangju Institute of Science and Technology (GIST) in 2003. In 2010, he received his Ph.D. degree in the School of Information and Mechatronics from GIST. In the meantime, he was an executed team leader at Culture Technology Institute, GIST, 2010-2012. In 2011, he worked at Lancaster University, the UK as a visiting scholar. In September 2012, he joined Daegu University, where he is currently an associate professor in the School of ICT Conver, Daegu University. Also, he served as the Board of Directors of KSIIS since 2019, and HCI Korea since 2016. From 2017~2019, he worked as a center director of the Mixed Reality Convergence Research Center at Daegu University. From 2015-2017, He worked as a director in the Enterprise Supporting Office of LINC Project Group, Daegu University. 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\r\n\tIn general, the harsher the environmental conditions in an ecosystem, the lower the biodiversity. Changes in the environment caused by human activity accelerate the impoverishment of biodiversity.
\r\n
\r\n\tBiodiversity refers to “the variability of living organisms from any source, including terrestrial, marine and other aquatic ecosystems and the ecological complexes of which they are part; it includes diversity within each species, between species, and that of ecosystems”.
\r\n
\r\n\tBiodiversity provides food security and constitutes a gene pool for biotechnology, especially in the field of agriculture and medicine, and promotes the development of ecotourism.
\r\n
\r\n\tCurrently, biologists admit that we are witnessing the first phases of the seventh mass extinction caused by human intervention. It is estimated that the current rate of extinction is between a hundred and a thousand times faster than it was when man first appeared. The disappearance of species is caused not only by an accelerated rate of extinction, but also by a decrease in the rate of emergence of new species as human activities degrade the natural environment. The conservation of biological diversity is "a common concern of humanity" and an integral part of the development process. Its objectives are “the conservation of biological diversity, the sustainable use of its components, and the fair and equitable sharing of the benefits resulting from the use of genetic resources”.
\r\n
\r\n\tThe following are the main causes of biodiversity loss:
\r\n
\r\n\t• The destruction of natural habitats to expand urban and agricultural areas and to obtain timber, minerals and other natural resources.
\r\n
\r\n\t• The introduction of alien species into a habitat, whether intentionally or unintentionally which has an impact on the fauna and flora of the area, and as a result, they are reduced or become extinct.
\r\n
\r\n\t• Pollution from industrial and agricultural products, which devastate the fauna and flora, especially those in fresh water.
\r\n
\r\n\t• Global warming, which is seen as a threat to biological diversity, and will become increasingly important in the future.
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The applications of this research cover many related fields, such as biotechnology and medicine, where, for example, Bioinformatics contributes to faster drug design, DNA analysis in forensics, and DNA sequence analysis in the field of personalized medicine. Personalized medicine is a type of medical care in which treatment is customized individually for each patient. Personalized medicine enables more effective therapy, reduces the costs of therapy and clinical trials, and also minimizes the risk of side effects. Nevertheless, advances in personalized medicine would not have been possible without bioinformatics, which can analyze the human genome and other vast amounts of biomedical data, especially in genetics. The rapid growth of information technology enabled the development of new tools to decode human genomes, large-scale studies of genetic variations and medical informatics. The considerable development of technology, including the computing power of computers, is also conducive to the development of bioinformatics, including personalized medicine. In an era of rapidly growing data volumes and ever lower costs of generating, storing and computing data, personalized medicine holds great promises. Modern computational methods used as bioinformatics tools can integrate multi-scale, multi-modal and longitudinal patient data to create even more effective and safer therapy and disease prevention methods. Main aspects of the topic are: Applying bioinformatics in drug discovery and development; Bioinformatics in clinical diagnostics (genetic variants that act as markers for a condition or a disease); Blockchain and Artificial Intelligence/Machine Learning in personalized medicine; Customize disease-prevention strategies in personalized medicine; Big data analysis in personalized medicine; Translating stratification algorithms into clinical practice of personalized medicine.",coverUrl:"https://cdn.intechopen.com/series_topics/covers/7.jpg",keywords:"Biomedical Data, Drug Discovery, Clinical Diagnostics, Decoding Human Genome, AI in Personalized Medicine, Disease-prevention Strategies, Big Data Analysis in Medicine"},{id:"8",title:"Bioinspired Technology and Biomechanics",scope:'Bioinspired technologies take advantage of understanding the actual biological system to provide solutions to problems in several areas. Recently, bioinspired systems have been successfully employing biomechanics to develop and improve assistive technology and rehabilitation devices. The research topic "Bioinspired Technology and Biomechanics" welcomes studies reporting recent advances in bioinspired technologies that contribute to individuals\' health, inclusion, and rehabilitation. Possible contributions can address (but are not limited to) the following research topics: Bioinspired design and control of exoskeletons, orthoses, and prostheses; Experimental evaluation of the effect of assistive devices (e.g., influence on gait, balance, and neuromuscular system); Bioinspired technologies for rehabilitation, including clinical studies reporting evaluations; Application of neuromuscular and biomechanical models to the development of bioinspired technology.',coverUrl:"https://cdn.intechopen.com/series_topics/covers/8.jpg",keywords:"Bioinspired Systems, Biomechanics, Assistive Technology, Rehabilitation"},{id:"9",title:"Biotechnology - Biosensors, Biomaterials and Tissue Engineering",scope:"The Biotechnology - Biosensors, Biomaterials and Tissue Engineering topic within the Biomedical Engineering Series aims to rapidly publish contributions on all aspects of biotechnology, biosensors, biomaterial and tissue engineering. We encourage the submission of manuscripts that provide novel and mechanistic insights that report significant advances in the fields. Topics can include but are not limited to: Biotechnology such as biotechnological products and process engineering; Biotechnologically relevant enzymes and proteins; Bioenergy and biofuels; Applied genetics and molecular biotechnology; Genomics, transcriptomics, proteomics; Applied microbial and cell physiology; Environmental biotechnology; Methods and protocols. Moreover, topics in biosensor technology, like sensors that incorporate enzymes, antibodies, nucleic acids, whole cells, tissues and organelles, and other biological or biologically inspired components will be considered, and topics exploring transducers, including those based on electrochemical and optical piezoelectric, thermal, magnetic, and micromechanical elements. Chapters exploring biomaterial approaches such as polymer synthesis and characterization, drug and gene vector design, biocompatibility, immunology and toxicology, and self-assembly at the nanoscale, are welcome. Finally, the tissue engineering subcategory will support topics such as the fundamentals of stem cells and progenitor cells and their proliferation, differentiation, bioreactors for three-dimensional culture and studies of phenotypic changes, stem and progenitor cells, both short and long term, ex vivo and in vivo implantation both in preclinical models and also in clinical trials.",coverUrl:"https://cdn.intechopen.com/series_topics/covers/9.jpg",keywords:"Biotechnology, Biosensors, Biomaterials, Tissue Engineering"}],annualVolumeBook:{},thematicCollection:[],selectedSeries:null,selectedSubseries:null},seriesLanding:{item:{id:"11",title:"Biochemistry",doi:"10.5772/intechopen.72877",issn:"2632-0983",scope:"Biochemistry, the study of chemical transformations occurring within living organisms, impacts all areas of life sciences, from molecular crystallography and genetics to ecology, medicine, and population biology. Biochemistry examines macromolecules - proteins, nucleic acids, carbohydrates, and lipids – and their building blocks, structures, functions, and interactions. Much of biochemistry is devoted to enzymes, proteins that catalyze chemical reactions, enzyme structures, mechanisms of action and their roles within cells. Biochemistry also studies small signaling molecules, coenzymes, inhibitors, vitamins, and hormones, which play roles in life processes. Biochemical experimentation, besides coopting classical chemistry methods, e.g., chromatography, adopted new techniques, e.g., X-ray diffraction, electron microscopy, NMR, radioisotopes, and developed sophisticated microbial genetic tools, e.g., auxotroph mutants and their revertants, fermentation, etc. More recently, biochemistry embraced the ‘big data’ omics systems. Initial biochemical studies have been exclusively analytic: dissecting, purifying, and examining individual components of a biological system; in the apt words of Efraim Racker (1913 –1991), “Don’t waste clean thinking on dirty enzymes.” Today, however, biochemistry is becoming more agglomerative and comprehensive, setting out to integrate and describe entirely particular biological systems. The ‘big data’ metabolomics can define the complement of small molecules, e.g., in a soil or biofilm sample; proteomics can distinguish all the comprising proteins, e.g., serum; metagenomics can identify all the genes in a complex environment, e.g., the bovine rumen. This Biochemistry Series will address the current research on biomolecules and the emerging trends with great promise.",coverUrl:"https://cdn.intechopen.com/series/covers/11.jpg",latestPublicationDate:"June 24th, 2022",hasOnlineFirst:!0,numberOfOpenTopics:4,numberOfPublishedChapters:314,numberOfPublishedBooks:31,editor:{id:"31610",title:"Dr.",name:"Miroslav",middleName:null,surname:"Blumenberg",fullName:"Miroslav Blumenberg",profilePictureURL:"https://mts.intechopen.com/storage/users/31610/images/system/31610.jpg",biography:"Miroslav Blumenberg, Ph.D., was born in Subotica and received his BSc in Belgrade, Yugoslavia. He completed his Ph.D. at MIT in Organic Chemistry; he followed up his Ph.D. with two postdoctoral study periods at Stanford University. Since 1983, he has been a faculty member of the RO Perelman Department of Dermatology, NYU School of Medicine, where he is codirector of a training grant in cutaneous biology. Dr. Blumenberg’s research is focused on the epidermis, expression of keratin genes, transcription profiling, keratinocyte differentiation, inflammatory diseases and cancers, and most recently the effects of the microbiome on the skin. He has published more than 100 peer-reviewed research articles and graduated numerous Ph.D. and postdoctoral students.",institutionString:null,institution:{name:"New York University Langone Medical Center",institutionURL:null,country:{name:"United States of America"}}},subseries:[{id:"14",title:"Cell and Molecular Biology",keywords:"Omics (Transcriptomics; Proteomics; Metabolomics), Molecular Biology, Cell Biology, Signal Transduction and Regulation, Cell Growth and Differentiation, Apoptosis, Necroptosis, Ferroptosis, Autophagy, Cell Cycle, Macromolecules and Complexes, Gene Expression",scope:"The Cell and Molecular Biology topic within the IntechOpen Biochemistry Series aims to rapidly publish contributions on all aspects of cell and molecular biology, including aspects related to biochemical and genetic research (not only in humans but all living beings). We encourage the submission of manuscripts that provide novel and mechanistic insights that report significant advances in the fields. Topics include, but are not limited to: Advanced techniques of cellular and molecular biology (Molecular methodologies, imaging techniques, and bioinformatics); Biological activities at the molecular level; Biological processes of cell functions, cell division, senescence, maintenance, and cell death; Biomolecules interactions; Cancer; Cell biology; Chemical biology; Computational biology; Cytochemistry; Developmental biology; Disease mechanisms and therapeutics; DNA, and RNA metabolism; Gene functions, genetics, and genomics; Genetics; Immunology; Medical microbiology; Molecular biology; Molecular genetics; Molecular processes of cell and organelle dynamics; Neuroscience; Protein biosynthesis, degradation, and functions; Regulation of molecular interactions in a cell; Signalling networks and system biology; Structural biology; Virology and microbiology.",annualVolume:11410,isOpenForSubmission:!0,coverUrl:"https://cdn.intechopen.com/series_topics/covers/14.jpg",editor:{id:"165627",title:"Dr.",name:"Rosa María",middleName:null,surname:"Martínez-Espinosa",fullName:"Rosa María Martínez-Espinosa",profilePictureURL:"https://mts.intechopen.com/storage/users/165627/images/system/165627.jpeg",institutionString:null,institution:{name:"University of Alicante",institutionURL:null,country:{name:"Spain"}}},editorTwo:null,editorThree:null,editorialBoard:[{id:"79367",title:"Dr.",name:"Ana Isabel",middleName:null,surname:"Flores",fullName:"Ana Isabel Flores",profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0030O00002bRpIOQA0/Profile_Picture_1632418099564",institutionString:null,institution:{name:"Hospital Universitario 12 De Octubre",institutionURL:null,country:{name:"Spain"}}},{id:"328234",title:"Ph.D.",name:"Christian",middleName:null,surname:"Palavecino",fullName:"Christian Palavecino",profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0033Y000030DhEhQAK/Profile_Picture_1628835318625",institutionString:null,institution:{name:"Central University of Chile",institutionURL:null,country:{name:"Chile"}}},{id:"186585",title:"Dr.",name:"Francisco Javier",middleName:null,surname:"Martin-Romero",fullName:"Francisco Javier Martin-Romero",profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0030O00002bSB3HQAW/Profile_Picture_1631258137641",institutionString:null,institution:{name:"University of Extremadura",institutionURL:null,country:{name:"Spain"}}}]},{id:"15",title:"Chemical Biology",keywords:"Phenolic Compounds, Essential Oils, Modification of Biomolecules, Glycobiology, Combinatorial Chemistry, Therapeutic peptides, Enzyme Inhibitors",scope:"Chemical biology spans the fields of chemistry and biology involving the application of biological and chemical molecules and techniques. In recent years, the application of chemistry to biological molecules has gained significant interest in medicinal and pharmacological studies. This topic will be devoted to understanding the interplay between biomolecules and chemical compounds, their structure and function, and their potential applications in related fields. Being a part of the biochemistry discipline, the ideas and concepts that have emerged from Chemical Biology have affected other related areas. This topic will closely deal with all emerging trends in this discipline.",annualVolume:11411,isOpenForSubmission:!0,coverUrl:"https://cdn.intechopen.com/series_topics/covers/15.jpg",editor:{id:"441442",title:"Dr.",name:"Şükrü",middleName:null,surname:"Beydemir",fullName:"Şükrü Beydemir",profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0033Y00003GsUoIQAV/Profile_Picture_1634557147521",institutionString:null,institution:{name:"Anadolu University",institutionURL:null,country:{name:"Turkey"}}},editorTwo:{id:"13652",title:"Prof.",name:"Deniz",middleName:null,surname:"Ekinci",fullName:"Deniz Ekinci",profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0030O00002aYLT1QAO/Profile_Picture_1634557223079",institutionString:null,institution:{name:"Ondokuz Mayıs University",institutionURL:null,country:{name:"Turkey"}}},editorThree:null,editorialBoard:[{id:"241413",title:"Dr.",name:"Azhar",middleName:null,surname:"Rasul",fullName:"Azhar Rasul",profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0030O00002bRT1oQAG/Profile_Picture_1635251978933",institutionString:null,institution:{name:"Government College University, Faisalabad",institutionURL:null,country:{name:"Pakistan"}}},{id:"178316",title:"Ph.D.",name:"Sergey",middleName:null,surname:"Sedykh",fullName:"Sergey Sedykh",profilePictureURL:"https://mts.intechopen.com/storage/users/178316/images/system/178316.jfif",institutionString:null,institution:{name:"Novosibirsk State University",institutionURL:null,country:{name:"Russia"}}}]},{id:"17",title:"Metabolism",keywords:"Biomolecules Metabolism, Energy Metabolism, Metabolic Pathways, Key Metabolic Enzymes, Metabolic Adaptation",scope:"Metabolism is frequently defined in biochemistry textbooks as the overall process that allows living systems to acquire and use the free energy they need for their vital functions or the chemical processes that occur within a living organism to maintain life. Behind these definitions are hidden all the aspects of normal and pathological functioning of all processes that the topic ‘Metabolism’ will cover within the Biochemistry Series. Thus all studies on metabolism will be considered for publication.",annualVolume:11413,isOpenForSubmission:!0,coverUrl:"https://cdn.intechopen.com/series_topics/covers/17.jpg",editor:{id:"138626",title:"Dr.",name:"Yannis",middleName:null,surname:"Karamanos",fullName:"Yannis Karamanos",profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0030O00002g6Jv2QAE/Profile_Picture_1629356660984",institutionString:null,institution:{name:"Artois University",institutionURL:null,country:{name:"France"}}},editorTwo:null,editorThree:null,editorialBoard:[{id:"243049",title:"Dr.",name:"Anca",middleName:null,surname:"Pantea Stoian",fullName:"Anca Pantea Stoian",profilePictureURL:"https://mts.intechopen.com/storage/users/243049/images/system/243049.jpg",institutionString:null,institution:{name:"Carol Davila University of Medicine and Pharmacy",institutionURL:null,country:{name:"Romania"}}},{id:"203824",title:"Dr.",name:"Attilio",middleName:null,surname:"Rigotti",fullName:"Attilio Rigotti",profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",institutionString:null,institution:{name:"Pontifical Catholic University of Chile",institutionURL:null,country:{name:"Chile"}}},{id:"300470",title:"Dr.",name:"Yanfei (Jacob)",middleName:null,surname:"Qi",fullName:"Yanfei (Jacob) Qi",profilePictureURL:"https://mts.intechopen.com/storage/users/300470/images/system/300470.jpg",institutionString:null,institution:{name:"Centenary Institute of Cancer Medicine and Cell Biology",institutionURL:null,country:{name:"Australia"}}}]},{id:"18",title:"Proteomics",keywords:"Mono- and Two-Dimensional Gel Electrophoresis (1-and 2-DE), Liquid Chromatography (LC), Mass Spectrometry/Tandem Mass Spectrometry (MS; MS/MS), Proteins",scope:"With the recognition that the human genome cannot provide answers to the etiology of a disorder, changes in the proteins expressed by a genome became a focus in research. Thus proteomics, an area of research that detects all protein forms expressed in an organism, including splice isoforms and post-translational modifications, is more suitable than genomics for a comprehensive understanding of the biochemical processes that govern life. The most common proteomics applications are currently in the clinical field for the identification, in a variety of biological matrices, of biomarkers for diagnosis and therapeutic intervention of disorders. From the comparison of proteomic profiles of control and disease or different physiological states, which may emerge, changes in protein expression can provide new insights into the roles played by some proteins in human pathologies. Understanding how proteins function and interact with each other is another goal of proteomics that makes this approach even more intriguing. Specialized technology and expertise are required to assess the proteome of any biological sample. Currently, proteomics relies mainly on mass spectrometry (MS) combined with electrophoretic (1 or 2-DE-MS) and/or chromatographic techniques (LC-MS/MS). MS is an excellent tool that has gained popularity in proteomics because of its ability to gather a complex body of information such as cataloging protein expression, identifying protein modification sites, and defining protein interactions. The Proteomics topic aims to attract contributions on all aspects of MS-based proteomics that, by pushing the boundaries of MS capabilities, may address biological problems that have not been resolved yet.",annualVolume:11414,isOpenForSubmission:!0,coverUrl:"https://cdn.intechopen.com/series_topics/covers/18.jpg",editor:{id:"200689",title:"Prof.",name:"Paolo",middleName:null,surname:"Iadarola",fullName:"Paolo Iadarola",profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0030O00002bSCl8QAG/Profile_Picture_1623568118342",institutionString:null,institution:{name:"University of Pavia",institutionURL:null,country:{name:"Italy"}}},editorTwo:{id:"201414",title:"Dr.",name:"Simona",middleName:null,surname:"Viglio",fullName:"Simona Viglio",profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0030O00002bRKDHQA4/Profile_Picture_1630402531487",institutionString:null,institution:{name:"University of Pavia",institutionURL:null,country:{name:"Italy"}}},editorThree:null,editorialBoard:[{id:"72288",title:"Dr.",name:"Arli Aditya",middleName:null,surname:"Parikesit",fullName:"Arli Aditya Parikesit",profilePictureURL:"https://mts.intechopen.com/storage/users/72288/images/system/72288.jpg",institutionString:null,institution:{name:"Indonesia International Institute for Life Sciences",institutionURL:null,country:{name:"Indonesia"}}},{id:"40928",title:"Dr.",name:"Cesar",middleName:null,surname:"Lopez-Camarillo",fullName:"Cesar Lopez-Camarillo",profilePictureURL:"https://mts.intechopen.com/storage/users/40928/images/3884_n.png",institutionString:null,institution:{name:"Universidad Autónoma de la Ciudad de México",institutionURL:null,country:{name:"Mexico"}}},{id:"81926",title:"Dr.",name:"Shymaa",middleName:null,surname:"Enany",fullName:"Shymaa Enany",profilePictureURL:"https://mts.intechopen.com/storage/users/81926/images/system/81926.png",institutionString:"Suez Canal University",institution:{name:"Suez Canal University",institutionURL:null,country:{name:"Egypt"}}}]}]}},libraryRecommendation:{success:null,errors:{},institutions:[]},route:{name:"chapter.detail",path:"/chapters/71490",hash:"",query:{},params:{id:"71490"},fullPath:"/chapters/71490",meta:{},from:{name:null,path:"/",hash:"",query:{},params:{},fullPath:"/",meta:{}}}},function(){var e;(e=document.currentScript||document.scripts[document.scripts.length-1]).parentNode.removeChild(e)}()