Barely three months into the new year and we are happy to announce a monumental milestone reached - 150 million downloads.
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This achievement solidifies IntechOpen’s place as a pioneer in Open Access publishing and the home to some of the most relevant scientific research available through Open Access.
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We are so proud to have worked with so many bright minds throughout the years who have helped us spread knowledge through the power of Open Access and we look forward to continuing to support some of the greatest thinkers of our day.
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Thank you for making IntechOpen your place of learning, sharing, and discovery, and here’s to 150 million more!
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\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:"6653",leadTitle:null,fullTitle:"eHealth - Making Health Care Smarter",title:"eHealth",subtitle:"Making Health Care Smarter",reviewType:"peer-reviewed",abstract:"eHealth has revolutionized health care and the practice of medicine. Internet technologies have given the most rural communities access to healthcare services, and automated computer algorithms are improving medical diagnoses and speeding up the delivery of care. Handheld apps, wearable devices, and artificial intelligence lead the way, creating a global healthcare solution that is smarter and more accessible. Read what leaders in the field are doing to advance the use of electronic technology to improve global health.",isbn:"978-1-78923-523-4",printIsbn:"978-1-78923-522-7",pdfIsbn:"978-1-83881-621-6",doi:"10.5772/intechopen.71820",price:119,priceEur:129,priceUsd:155,slug:"ehealth-making-health-care-smarter",numberOfPages:184,isOpenForSubmission:!1,isInWos:1,isInBkci:!1,hash:"c65db68c389c911ae57b1181b3e0db07",bookSignature:"Thomas F. Heston",publishedDate:"August 1st 2018",coverURL:"https://cdn.intechopen.com/books/images_new/6653.jpg",numberOfDownloads:12075,numberOfWosCitations:14,numberOfCrossrefCitations:30,numberOfCrossrefCitationsByBook:0,numberOfDimensionsCitations:42,numberOfDimensionsCitationsByBook:0,hasAltmetrics:1,numberOfTotalCitations:86,isAvailableForWebshopOrdering:!0,dateEndFirstStepPublish:"October 27th 2017",dateEndSecondStepPublish:"November 17th 2017",dateEndThirdStepPublish:"January 16th 2018",dateEndFourthStepPublish:"April 6th 2018",dateEndFifthStepPublish:"June 5th 2018",currentStepOfPublishingProcess:5,indexedIn:"1,2,3,4,5,6",editedByType:"Edited by",kuFlag:!1,featuredMarkup:null,editors:[{id:"217926",title:"Dr.",name:"Thomas F.",middleName:null,surname:"Heston",slug:"thomas-f.-heston",fullName:"Thomas F. Heston",profilePictureURL:"https://mts.intechopen.com/storage/users/217926/images/system/217926.jpg",biography:"Thomas F. Heston, MD, is a clinical associate professor at the Elson S. Floyd College of Medicine, Washington State University, Spokane, Washington, USA. After graduating from St. Louis University Medical School, St. Louis, Missouri, USA, Dr. Heston went on to do his internship at Duke University, Durham, North Carolina, USA, then completed residencies in nuclear medicine and family medicine. He subsequently completed a fellowship in molecular imaging at Johns Hopkins University, Baltimore, Maryland, USA, and served on the Hopkins faculty as an adjunct assistant professor. He has served as the chair of the Ethics Committee at Deaconess Medical Center, Spokane, Washington.",institutionString:"Washington State University",position:null,outsideEditionCount:0,totalCites:0,totalAuthoredChapters:"3",totalChapterViews:"0",totalEditedBooks:"5",institution:{name:"Washington State University",institutionURL:null,country:{name:"United States of America"}}}],equalEditorOne:null,equalEditorTwo:null,equalEditorThree:null,coeditorOne:null,coeditorTwo:null,coeditorThree:null,coeditorFour:null,coeditorFive:null,topics:[{id:"1015",title:"Healthcare Informatics",slug:"healthcare-informatics"}],chapters:[{id:"62005",title:"Introductory Chapter: Making Health Care Smart",doi:"10.5772/intechopen.78993",slug:"introductory-chapter-making-health-care-smart",totalDownloads:949,totalCrossrefCites:1,totalDimensionsCites:0,hasAltmetrics:1,abstract:null,signatures:"Thomas F. Heston",downloadPdfUrl:"/chapter/pdf-download/62005",previewPdfUrl:"/chapter/pdf-preview/62005",authors:[{id:"217926",title:"Dr.",name:"Thomas F.",surname:"Heston",slug:"thomas-f.-heston",fullName:"Thomas F. Heston"}],corrections:null},{id:"60985",title:"Terminology Services: Standard Terminologies to Control Medical Vocabulary. “Words are Not What they Say but What they Mean”",doi:"10.5772/intechopen.75781",slug:"terminology-services-standard-terminologies-to-control-medical-vocabulary-words-are-not-what-they-sa",totalDownloads:1322,totalCrossrefCites:0,totalDimensionsCites:2,hasAltmetrics:0,abstract:"Data entry is an obstacle for the usability of electronic health records (EHR) applications and the acceptance of physicians, who prefer to document using “free text”. Natural language is huge and very rich in details but at the same time is ambiguous; it has great dependence on context and uses jargon and acronyms. Healthcare Information Systems should capture clinical data in a structured and preferably coded format. This is crucial for data exchange between health information systems, epidemiological analysis, quality and research, clinical decision support systems, administrative functions, etc. In order to address this point, numerous terminological systems for the systematic recording of clinical data have been developed. These systems interrelate concepts of a particular domain and provide reference to related terms and possible definitions and codes. The purpose of terminology services consists of representing facts that happen in the real world through database management. This process is named Semantic Interoperability. It implies that different systems understand the information they are processing through the use of codes of clinical terminologies. Standard terminologies allow controlling medical vocabulary. But how do we do this? What do we need? Terminology services are a fundamental piece for health data management in health environment.",signatures:"Daniel Luna, Carlos Otero, María L. Gambarte and Julia Frangella",downloadPdfUrl:"/chapter/pdf-download/60985",previewPdfUrl:"/chapter/pdf-preview/60985",authors:[null],corrections:null},{id:"59921",title:"Multivariate-Stepwise Gaussian Classifier (MSGC): A New Classification Algorithm Tested Over Real Disease Data Sets",doi:"10.5772/intechopen.74703",slug:"multivariate-stepwise-gaussian-classifier-msgc-a-new-classification-algorithm-tested-over-real-disea",totalDownloads:876,totalCrossrefCites:0,totalDimensionsCites:0,hasAltmetrics:0,abstract:"In data mining, classification is the process of assigning one amongst previously known classes to a new observation. Mathematical algorithms are intensively used for classification. In these, a generalization is inferred from the data, so as to classify new cases, or individuals. The algorithm may misclassify an individual if the inference machine is not able to sufficiently discriminate it. Therefore, it is necessary to go further into the analysis of the information provided by the individual, until it can be sufficiently identified as belonging to a class. This chapter developed this idea for the improvement of a certain class of classifiers, using medical data sets to validate the new algorithm proposed here: The Multivariate-Stepwise Gaussian Classifier (MSGC). The results showed that MSGC is at least as competitive as the Gaussian Maximum Likelihood Classifier. MSGC attained the greatest accuracy rate in two of the data sets, and obtained identical results in the two remaining data sets. Concerning medical applications, once a classification method has been successfully validated considering a particular scope of data, the recommendable would be its use for the best diagnosis. Meanwhile, other algorithms could be tested until they proved to be effective enough to be put into practice.",signatures:"Alexandre Serra Barreto",downloadPdfUrl:"/chapter/pdf-download/59921",previewPdfUrl:"/chapter/pdf-preview/59921",authors:[null],corrections:null},{id:"59953",title:"Moving towards Sustainable Electronic Health Applications",doi:"10.5772/intechopen.75040",slug:"moving-towards-sustainable-electronic-health-applications",totalDownloads:1150,totalCrossrefCites:1,totalDimensionsCites:4,hasAltmetrics:1,abstract:"Electronic healthcare applications, both web-based and mobile health (mHealth) provide new modalities for chronic disease. These tools allow patients to track their symptoms and help them manage their condition. The sustainability of these tools is often not considered during their development. To ensure these applications can be adopted and sustainable, where policy differs amongst states and provinces, we must present the benefits of our findings to highlight the justification for its development. For technology to be sustainable it has to utilize infrastructure that is secure, stable and to be agile so that it can be deployed quickly with minimal interruption to patients, family members and healthcare professionals.",signatures:"Sahr Wali, Karim Keshavjee and Catherine Demers",downloadPdfUrl:"/chapter/pdf-download/59953",previewPdfUrl:"/chapter/pdf-preview/59953",authors:[null],corrections:null},{id:"60580",title:"The Practice of Medicine in the Age of Information Technology",doi:"10.5772/intechopen.75482",slug:"the-practice-of-medicine-in-the-age-of-information-technology",totalDownloads:989,totalCrossrefCites:1,totalDimensionsCites:2,hasAltmetrics:0,abstract:"Regarding the practice of medicine, we have to face the chances and challenges of all aspects of e-Health; however, the term “digitalization” is broader and spanning all aspects. However, the digitalization of medicine offers solutions for pressing problem. We know the factors that lead to excellence in medicine. Without the right amount of experiences based on a solid ground of knowledge, no excellence is achievable. The problem, nowadays, is that due to restriction of working hours, to the goals of life (“life-work-balance”) and the restrictions of Generation Y, almost no education in medicine is spanning the needed 10,000 h experiences in practical medicine for excellence. Therefore, we will see the fading of medical excellence, if we could not establish other systems. A solution can be searched in decision-support systems. However, a requirement before is the need of a digitalization of all health data. We surely do not have enough evidences for all aspects of the practice of medicine, the intuition is fading away and therefore, we have to look around for other solutions. Big data generated by the digitalization of all health data could be the problem solver. In combination, IT will help to improve the quality of care.",signatures:"Mark Dominik Alscher and Nico Schmidt",downloadPdfUrl:"/chapter/pdf-download/60580",previewPdfUrl:"/chapter/pdf-preview/60580",authors:[{id:"23846",title:"Prof.",name:"Dominik",surname:"Alscher",slug:"dominik-alscher",fullName:"Dominik Alscher"}],corrections:null},{id:"60562",title:"Use of Artificial Intelligence in Healthcare Delivery",doi:"10.5772/intechopen.74714",slug:"use-of-artificial-intelligence-in-healthcare-delivery",totalDownloads:2850,totalCrossrefCites:22,totalDimensionsCites:26,hasAltmetrics:1,abstract:"In recent years, there has been an amplified focus on the use of artificial intelligence (AI) in various domains to resolve complex issues. Likewise, the adoption of artificial intelligence (AI) in healthcare is growing while radically changing the face of healthcare delivery. AI is being employed in a myriad of settings including hospitals, clinical laboratories, and research facilities. AI approaches employing machines to sense and comprehend data like humans has opened up previously unavailable or unrecognised opportunities for clinical practitioners and health service organisations. Some examples include utilising AI approaches to analyse unstructured data such as photos, videos, physician notes to enable clinical decision making; use of intelligence interfaces to enhance patient engagement and compliance with treatment; and predictive modelling to manage patient flow and hospital capacity/resource allocation. Yet, there is an incomplete understanding of AI and even confusion as to what it is? Also, it is not completely clear what the implications are in using AI generally and in particular for clinicians? This chapter aims to cover these topics and also introduce the reader to the concept of AI, the theories behind AI programming and the various applications of AI in the medical domain.",signatures:"Sandeep Reddy",downloadPdfUrl:"/chapter/pdf-download/60562",previewPdfUrl:"/chapter/pdf-preview/60562",authors:[{id:"230704",title:"Associate Prof.",name:"Sandeep",surname:"Reddy",slug:"sandeep-reddy",fullName:"Sandeep Reddy"}],corrections:null},{id:"59933",title:"Phoebe Framework and Experimental Results for Estimating Fetal Age and Weight",doi:"10.5772/intechopen.74883",slug:"phoebe-framework-and-experimental-results-for-estimating-fetal-age-and-weight",totalDownloads:1043,totalCrossrefCites:0,totalDimensionsCites:0,hasAltmetrics:1,abstract:"Fetal age and weight estimation plays an important role in pregnant treatments. There are many estimation formulas created by the combination of statistics and obstetrics. However, such formulas give optimal estimation if and only if they are applied into specified community. This research proposes a so-called Phoebe framework that supports physicians and scientists to find out most accurate formulas with regard to the community where scientists do their research. The built-in algorithm of Phoebe framework uses statistical regression technique for fetal age and weight estimation based on fetal ultrasound measures such as bi-parietal diameter, head circumference, abdominal circumference, fetal length, arm volume, and thigh volume. This algorithm is based on heuristic assumptions, which aim to produce good estimation formulas as fast as possible. From experimental results, the framework produces optimal formulas with high adequacy and accuracy. Moreover, the framework gives facilities to physicians and scientists for exploiting useful statistical information under pregnant data. Phoebe framework is a computer software available at http://phoebe.locnguyen.net.",signatures:"Loc Nguyen, Truong-Duyet Phan and Thu-Hang T. Ho",downloadPdfUrl:"/chapter/pdf-download/59933",previewPdfUrl:"/chapter/pdf-preview/59933",authors:[null],corrections:null},{id:"60777",title:"Using Patient Registries to Identify Triggers of Rare Diseases",doi:"10.5772/intechopen.76449",slug:"using-patient-registries-to-identify-triggers-of-rare-diseases",totalDownloads:945,totalCrossrefCites:4,totalDimensionsCites:6,hasAltmetrics:0,abstract:"Mapping the distribution of patients and analyzing disease clusters is an effective method in epidemiology, where the non-random aggregation of patients is carefully investigated. This can aid in the search for clues to the etiology of diseases, particularly the rare ones. Indeed, with the increased incidence of rare diseases in certain populations and/or geographic areas and with proper analysis of common exposures, it is possible to identify the likely promoters/triggers of these diseases at a given time. In this chapter, we will highlight the appropriate methodology and demonstrate several examples of cluster analyses that lead to the recognition of environmental, occupational and communicable preventable triggers of several rare diseases.",signatures:"Feras M. Ghazawi, Steven J. Glassman, Denis Sasseville and Ivan V.\nLitvinov",downloadPdfUrl:"/chapter/pdf-download/60777",previewPdfUrl:"/chapter/pdf-preview/60777",authors:[null],corrections:null},{id:"59717",title:"Real-Time Tele-Auscultation Consultation Services over the Internet: Effects of the Internet Quality of Service",doi:"10.5772/intechopen.74680",slug:"real-time-tele-auscultation-consultation-services-over-the-internet-effects-of-the-internet-quality-",totalDownloads:1033,totalCrossrefCites:1,totalDimensionsCites:2,hasAltmetrics:1,abstract:"A real-time tele-auscultation over the Internet is effective medical services that increase the accessibility of healthcare services to remote areas. However, the quality of auscultation’s sounds transmitted over the Internet is the most critical issue, especially in real-time service. Packet loss and packet delay variations are the main factors. There is little knowledge of these factors affecting auscultation’s sounds transmitted over the Internet. In this work, we investigate the effects of packet loss and packet delay variations, in particular, heart and lung sounds with auscultation’s sound over the Internet in real-time services. We have found that both sounds are more sensitive to packet delay variations than packet loss. Lung sounds are more sensitive than heart sounds due to their timing interpretation. Some different levels of packet loss can be tolerated, e.g., 10% for heart sounds and 2% for lung sounds. Packet delay variation boundary of 50 msec is recommended. In addition, we have developed the real-time tele-auscultation prototype that tries to minimize the packet delay variation. We have found that real-time waveform of auscultation’s visualization can help physician’s confident level for sound interpreting. Some techniques for quality of service improvement are suggested, e.g., noise reduction and user interface (UI).",signatures:"Sinchai Kamolphiwong, Thossapon Kamolphiwong, Soontorn\nSaechow and Verapol Chandeeying",downloadPdfUrl:"/chapter/pdf-download/59717",previewPdfUrl:"/chapter/pdf-preview/59717",authors:[null],corrections:null},{id:"59925",title:"Exploring the Interrelationship of Risk Factors for Supporting eHealth Knowledge-Based System",doi:"10.5772/intechopen.75033",slug:"exploring-the-interrelationship-of-risk-factors-for-supporting-ehealth-knowledge-based-system",totalDownloads:919,totalCrossrefCites:0,totalDimensionsCites:0,hasAltmetrics:0,abstract:"In developing countries like Africa, the physician-to-population ratio is below the World Health Organization (WHO) minimum recommendation. Because of the limited resource setting, the healthcare services did not get the equity of access to the use of health services, the sustainable health financing, and the quality of healthcare service provision. Efficient and effective teaching, alerting, and recommendation system are required to support the activities of the healthcare service. To alleviate those issues, creating a competitive eHealth knowledge-based system (KBS) will bring unlimited benefit. In this study, Apriori techniques are applied to malaria dataset to explore the degree of the association of risk factors. And then, integrate the output of data mining (i.e., the interrelationship of risk factors) with knowledge-based reasoning. Nearest neighbor retrieval algorithms (for retrieval) and voting method (to reuse tasks) are used to design and deliver personalized knowledge-based system.",signatures:"Geletaw Sahle Tegenaw",downloadPdfUrl:"/chapter/pdf-download/59925",previewPdfUrl:"/chapter/pdf-preview/59925",authors:[null],corrections:null}],productType:{id:"1",title:"Edited Volume",chapterContentType:"chapter",authoredCaption:"Edited by"},subseries:null,tags:null},relatedBooks:[{type:"book",id:"7952",title:"Smart Healthcare",subtitle:null,isOpenForSubmission:!1,hash:"a2d80535e2d71781a0cd3e2c0597a375",slug:"smart-healthcare",bookSignature:"Thomas F. Heston",coverURL:"https://cdn.intechopen.com/books/images_new/7952.jpg",editedByType:"Edited by",editors:[{id:"217926",title:"Dr.",name:"Thomas F.",surname:"Heston",slug:"thomas-f.-heston",fullName:"Thomas F. 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\r\n\tPhotodetectors are sensors of electromagnetic radiation. These devices may be classified by mechanism of detection, such as photoelectric or photochemical effects, or by performance metrics, such as spectral response. In addition, unique materials or materials systems exhibit physical and chemical properties that allow control or interaction with light converting the optical signal into an electrical signal for applications in photonics, electronics, and optoelectronics.
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1. Introduction
Transgenic plants have been around for some time and have become of age. Their strict regulation and public approval processes remain controversial with some people opposed to transgenic plants for reasons that can broadly be categorized into real, perceived or imagined based on established scientific facts. During evaluations before releasing into the environment, the transgenic plants are evaluated to confirm if they deliver the benefits they claim, and whether they are safe to human health and the environment [1]. Continued engagement with these concerns has led to the exploration of possible solutions that make the technology more efficient, safer, and more widely accepted.
Many of the concerns associated with genetically modified plants emanate from the use of reporter genes and selectable marker genes such as antibiotic or herbicide resistance genes in the process of genetic engineering [2, 3]. These genes, together with the transgene of interest, are usually part of a relatively large plasmid that has sequences that are not required in the genetically modified plant but become transferred to the plant and get integrated into the plant genome because of the general and non-specific nature of plant transformation methods. The reporter and selectable marker genes together with vector backbone sequences once present in the transgenic plant are of ecological concern because they may be passed on to other species in the environment, resulting in such characteristics as weediness and invasiveness [1, 2]. The spread of antibiotic resistance genes is also of great concern to human health. The integration sites of these genes are random and may result in some ‘unintended effects’ such as inactivation of important genes and production of new toxins or allergens. All these factors are considered during evaluations for the release of genetically modified plants.
Over the years, the concept of cisgenic plants has emerged and is contrasted with transgenic plants by using DNA sequences from naturally crossable species and possibly avoiding the use of reporter and selectable marker genes as well as vector sequences [4, 5]. This chapter will explain how that is achieved, and why cisgenic plants might be more widely acceptable to regulators and consumers.
2. History and controversies of transgenics/GMOs
In 1994, the genetically modified Flavr Savr™ tomato was commercialized [6]. This was a great stride for both science and commerce, and the society’s response to this new type of product has helped determine how such new technologies are regulated. While some proponents of genetic engineering would have wished for no labelling and minimum statutory regulation of the development and environmental release of the GMOs, an antagonistic anti-GMO movement arose and advocated for a ‘ban’ on GMOs. This created a healthy, restrained environment in which real, potential and imagined dangers of the new technology could be objectively evaluated. Processes for approval and release of GMOs were established, enabling society to have a say, whatever the nature of their reservations might be.
Singh et al. [1] lists five potential risks associated with the cultivation of transgenic crops. These are: (1) Introduction of allergenic or harmful proteins into the foods; (2) Detrimental effects on non-target species and the environment; (3) Increased invasiveness and weediness of crop plants; (4) Increase pest and disease resistance in response to intense selection pressure; and (5) Fear of biodiversity loss. These potential risks must be addressed before regulatory approval for the release of a transgenic plant is granted. Scientific research has therefore continued to look for ways to eliminate the sources of these concerns, where possible.
Many of the potential risks related to the presence of a reporter and selectable marker genes in the GMOs. Vector backbone sequences often get integrated into the plant genome as well [2]. The sites of integration of these DNA sequences are often random, possibly disrupting some essential gene functions, giving rise to toxic or allergenic products and some other non-intended effects [5]. Alternative methods of genetically engineering plants have been developed to better address some of these concerns.
Two main methods are used for plant transformation: Agrobacterium-mediated transformation and biolistics (bombardment) [2, 3]. The processes have been studied for a long time and there is some understanding of how transgenes enter the cell cytoplasm and nucleus in both cases, the mechanisms for transgene integration into the genome cannot be easily manipulated. The mechanisms of integration involve homologous or non-homologous recombination and are reviewed by Mundembe and Hwang et al. [7, 8].
It became apparent that the methods of plant transformation and mechanism of DNA integration were intricately linked to the concerns raised against transgenic plants [2]. The selectable marker such as herbicide resistance or antibiotic resistance gene is required as a mechanism to positively select for transformed plants over untransformed plants; untransformed plants will not survive in the presence of the herbicide or antibiotic [2]. The reporter gene gives a visual marker such as colour or fluorescence that enables the experimenter to tell the transformed nature of any tissue easily. These marker genes are usually on the same piece of DNA as the gene of interest so that the presence of the marker genes can be taken as an indication of the presence of the gene of interest as well. The presence of these genes in the environment is a major concern. In addition, the site of integration of these genes is random.
Vector backbone sequences also often become integrated into the plant genome. Applicants for approval are required to demonstrate that vector backbone sequences are absent for approval to be granted. Plant transformation experiments are designed on the assumption that only the sequences between the left and right borders of a T-DNA will be transferred to the plant genome. Widespread reports of integration of vector sequences were cited by opponents of genetic engineering as evidence that the genetic engineering of plants was not sufficiently understood to be released into the environment. The perception of ‘randomness’ of transfer and integration made the public uneasy about GMOs.
Site-specific recombination promised to circumvent the concerns about the randomness of the site of integration. Site-specific recombination systems have been studied since the 1980s. These include Cre-lox P (‘causes/cyclization recombination/locus of crossing over, x, in P1’), FLP/FRP (flippase/flippase recognition target) and 𝛌 integrase [9]. Zinc finger nucleases (ZFN), transcription activator-like effector nucleases (TALENs) and clustered regularly interspaced short palindromic repeats- CRISPR-associated gene 9 (CRISPR-Cas9) is another group of nucleases that has been adapted for manipulation of DNA at specific sites [10].
3. Recombination
Recombination is defined as the production of new DNA molecule(s) from two parental DNA molecules or different segments of the same DNA molecule [11]. Recombination is essential for the success of all living organisms, to generate diversity and to repair damage to DNA. The types of recombination include homologous (general) recombination, nonhomologous (illegitimate) recombination, replicative recombination (transposition) and site-specific recombination.
3.1 Homologous recombination
Homologous recombination occurs throughout genomes of diploid organisms immediately before cell division in the late S or G2 phases of the cell cycle and is responsible for recombining large pieces of DNA that have a very similar sequences [12]. The mechanism of homologous recombination is complex and may involve many enzymes but is very accurate and tightly controlled. It can repair double-stranded breaks with either single or double ends, even those with covalently attached proteins [13]. Holliday junctions are formed, and their resolution determines the outcome.
3.2 Nonhomologous recombination
Nonhomologous (illegitimate) recombination occurs in regions where no large-scale sequence similarity is apparent and is responsible for translocations between nonhomologous chromosomes or deletions of several genes from a chromosome [13]. It is the main mechanism for DNA repair that takes place throughout the cell cycle, repairing DNA damage due to chemicals and UV light. It efficiently restores chromosomal integrity at the risk of introducing local sequence errors.
The mechanisms of non-homologous recombination are nonhomologous end-joining (NHEJ) and alternative NHEJ (altNHEJ, also known as microhomology-mediated end-joining, MMEJ). They involve the ligation of two double-stranded breaks with little or no sequence homology, without the need for a repair template [13, 14].
3.3 Replicative recombination
This is a specialized type of recombination in which a segment of DNA is translocated from one location on a chromosome to another on the same or another chromosome in a process that involves the generation of a new copy of a segment of DNA [11]. Many transposable genetic elements use this process to generate a new copy of the transposable genetic element at a new location.
3.4 Site-specific recombination
Site-specific recombination (SSR) is widespread in prokaryotes, involves much shorter DNA segments and requires specific nucleotide sequences that are recognized by specific proteins known as recombinases. The lambda integrase system for integration into E. coli genome was the first to be discovered, but many more systems have since been discovered and characterized. Site-specific recombination brings together two short DNA sequences on separate locations on the same or separate DNA molecules, with the cutting and re-joining of the DNA molecules in a recombination reaction catalyzed by specific SSR enzyme systems [10, 15]. The process is conservative since it does not involve DNA synthesis or degradation, or any high-energy cofactors such as ATP, and is thus distinct from homologous, nonhomologous and replicative recombination. The outcomes of SSR are integration/excision, inversion or linear recombination depending on the initial orientation of the two target sites.
The conservative site-specific recombinases can be classified into two families: serine family recombinases (formerly known as invertase/resolvase) and tyrosine family recombinases (formerly known as integrase) based on the amino acid that acts as the active site nucleophile during DNA breakage [15]. An example of serine family recombinase is bacteriophage PhiC31 integrase. Examples of tyrosine family recombinases are Lambda integrase, Cre recombinase and Flp recombinase.
The serine family recombinases carry out DNA inversion or DNA resolution (excision) reactions. The mechanism involves staggered double-stranded breaks in two parallel dsDNA molecules participating in the exchange, followed by a 180° rotation of the recombination complex (in a plane perpendicular to that of the DNA molecules), and then ligated. The tyrosine family recombinases carry out DNA integration reactions. The mechanism involves the formation of a Holliday junction because of initial cuts in only one (inner) strand of each of two dsDNA molecules positioned antiparallel to each other, and they are rejoining across the molecules. The Holliday junction is resolved when the outer DNA molecules are also cut and rejoined to result in recombinant DNA strands [15]. The reader is referred to Jayaram et al. [15] for more details of recombination geometries.
In-plant biotechnology, the cre-loxP system is a historically prominent SSR system and will be considered in more detail below. Recently, the CRISPR-Cas 9 system and related nuclease variants have gained great prominence and will also be considered in detail.
3.4.1 Cre-loxP recombination system
The Cre-loxP site-specific recombination system is based on a naturally occurring Bacteriophage P1 system. The name ‘cre’ is derived from ‘causes/cyclization recombination’ while ‘loxP’ is derived from ‘locus of crossing over, x, in P1’. The loxP site is composed of 34 bp consensus sequence consisting of an 8 bp nonsymmetrical central region flanked by two 13 bp palindromic sequences. Cre recombinase is a 38 kDa protein that catalyses the recombination of two loxP recognition sites on the same or different DNA strands using tyrosine 324 for the nucleophilic attack [9]. The recombination takes place via a Holliday junction intermediate formed by two antiparallel DNA molecules/segments to which a dimer of Cre recombinase subunits is bound to each loxP site. Two opposite active Cre recombinase subunits catalyse strand cleavage, exchange and ligation at the 8 bp nonsymmetric central region, thus resolving the Holliday junction intermediate. Excision of DNA flanking two loxP sequences occurs if the two have the same orientation; if their orientation is opposite, then inversion of the intervening sequence occurs. Strand exchange or translocation will occur if two loxP sites located on different DNA molecules recombine.
3.4.2 CRISPR/Cas9 and other variants
The CRISPR system was first reported in 1987 in E. coli where it functions as a form of adaptive immunity against invading nucleic acid [16] and has since been shown to be of ubiquitous occurrence [17]. Many variations have since been discovered in nature, and modifications have also been introduced by genetic engineering for ease of use.
The CRISPR/Cas9 system currently used is composed of an RNA-dependent DNA endonuclease called Cas 9 protein, complexed with a guide RNA (gRNA). The gRNA is only 20 nucleotides long and is complementary to the target DNA to which it recruits the Cas9 protein [18]. The Cas9/gRNA then binds to a short but specific protospacer adjacent motif (PAM) sequence at the 3′ end of the target sequence. For Streptococcus pyogenes, the PAM sequence is 5’-NGG-3′. Cas9 protein then introduces a double-stranded break (DSB) on the target sequence. The DSB will be repaired by HR or NHEJ, resulting in insertion, deletion, or fragment replacement within the target site. Thus, recombination will be effected.
4. Cisgenics
Cisgenesis is defined as the genetic modification of a recipient plant with a natural gene (in the sense orientation, with its natural promoter, terminator and introns) from a sexually compatible plant [5]. A closely related concept is that of intragenesis, where an additional hybrid copy of a gene from the same or crossable species is introduced in sense or anti-sense orientation, combining promoter, coding region and terminator from different genes [19, 20, 21, 22]. In intragenesis therefore, some changes or reshuffling of coding or control regions of the natural gene(s) will have occurred, unlike in cisgenesis. In addition, Rommens et al. [4] stipulates that for Agrobacterium-mediated transformation, border sequences derived from plants (P-DNA) should be used in place of T-DNA. Cisgenesis and intragenesis are contrasted with transgenesis, which is the genetic modification of a recipient plant with one or more genes from any non-plant organism, or from a donor plant that is sexually incompatible with the recipient plant. Holme et al. [21] discusses the varying stringency with which the term ‘cisgenic’ has been used over the years. The strictest definitions of the terms are advocated for since technological advances now enable more precise genetic modification followed by more detailed sequence analysis of the resulting genetically modified plants. This would also facilitate the implementation of different regulatory regimes for cisgenic and transgenic plants.
Early definitions of cisgenesis emphasized the source of the gene of interest used in transformation and may not have insisted on the complete absence of other accompanying sequences. At that time, almost all transgenic plants were developed using Agrobacterium-mediated transformation or biolistics, with the gene of interest being introduced as part of a binary plasmid with the reporter and selectable marker genes. The least stringent definition did not fully consider the possible presence of these extra genetic sequences, and the sites of insertion. Later reports of cisgenesis included procedures to remove extra sequences via traditional crossing or by site-specific recombination procedures.
The strictest definition of cisgenesis should apply only when the procedures through which the plant was modified do not involve any DNA sequences, however short or procedurally essential, from any non-plant organism or sexually incompatible plant. This strict definition has recently become possible because of recently developed tools for site-specific recombination and genome editing. Some examples are considered below.
Many different strategies have been used to meet the marker-free status that is required for cisgenic plants. Where transformation efficiencies are high, plant transformation can be carried out using constructs that do not have selectable markers; transformed lines are identified by screening for the specific gene sequences that have been introduced. Biolistic transformation using appropriate minimal cassettes has also been suggested [7]. This requires analysis of many lines, which makes it time-consuming and expensive.
In an alternative strategy, constructs in which selectable markers are flanked by site-specific recombination sites have been used. The selectable markers are later deleted from transformed plants following induction of the site-specific recombination system. Examples, where this approach was used, are in intragenic strawberries [23] and in cisgenic and intragenic apples [24, 25]. In maize, a series of transgenic maize lines that express five different recombinases have been generated and can be used for selectable marker removal and transgene integration into specific loci [26].
Marker-free transformants may also be obtained through a co-transformation strategy, where the selectable marker and the transgene of interest are introduced on different vector constructs so that they integrate into different locations on the plant genome. The two genes may then segregate into different progeny in subsequent generations. Cisgenic durum wheat [27] and cisgenic barley [28] were generated using this strategy.
In all these strategies however the site of integration of the transgene is random, and there is always a chance that vector backbone sequences may also be integrated into the plant. Recent work with CRISPR-based strategies has attempted to address these shortcomings.
5. Genome-editing technologies and cisgenics
Genome editing is the addition, removal or alteration of genetic material (at particular locations) in the genome of an organism. Concurrent developments in site-specific recombination and genome sequencing technologies have made (precision) genome editing a reality. It is now possible to sequence the whole genome of an organism in a very short period and at a cost that is affordable to research laboratories. Many site-specific recombination systems have been developed into technologies that can target specific sites in the genome at which specific, pre-determined changes will be introduced. Re-sequencing of the genome will verify the specificity of the modifications.
To initiate genome-editing, double-stranded breaks are made in the target genome at the site to be edited. Many tools have been developed for precision targeting of these double-stranded breaks. These include meganucleases, zinc finger nucleases (ZFN), transcription activator-like effector nucleases (TALENS) and CRISPR/Cas. The requirements for recognition of specific DNA nucleotide sequence sites and mechanisms of cleavage for these nucleases are reviewed in detail elsewhere [10]. Once the double-stranded cuts have been made on a DNA molecule, endogenous cellular factors recognise and bind to these sites of discontinuity and initiate repair by either HR or NHEJ mechanisms resulting in addition, removal or some other kind of alteration of the DNA nucleotide sequence following the design of the editing system used. In this paper, we will use the CRISPR/Cas system to further illustrate this, and show how cisgenic plants sensus stricto can be obtained.
Truly cisgenic plants should be a reporter- and selection marker-free, should not contain sequences from non-crossable species, and the editing must be done by a precise mechanism at a pre-determined genomic site. Most of the reports on genome editing do not result in cisgenic plants because they do not satisfy at least one of these requirements. Most reports use selection marker genes, DNA plasmids with sequences of bacterial or other origins, or the coding sequence or flanking sequences introduced have been modified from their native state in the crossable species where they are derived from.
Recent developments in the use of the CRISPR/Cas system in plant genome editing are reviewed by Wada et al., Metje-Sprink et al., Nadakuduti et al. [18, 29, 30]. A strategy that would inspire confidence in both consumers and regulators is one where the transformation method does not involve the use of DNA sequences at all. Thus, at least two DNA-free genome editing strategies have been reported. The first involves the use of viral RNA vectors. The second uses pre-assembled CRISPR/Cas, with only a short gRNA and no other nucleic acids.
An example of the first approach is presented by Ma et al. [31] who described an example of an RNA virus-vectored system. They engineered the negative-strand RNA virus, Sonchus yellow net rhabdovirus (SYNV) by inserting the CRISPR sequences for the guide RNA and Cas9 protein between the N and P genes of the virus. No selection marker was used. Infection was carried out by mechanical inoculation or by agroinfiltration of transformed Agrobacterium cells. Over 90% of plants regenerated from virus-infected tissue had the successful deletion of the target GFP gene used in the experiment [31]. The system must now be evaluated using an agriculturally important gene.
In the second approach, pre-assembled CRISPR/Cas9 ribonucleoproteins can be transfected into protoplasts or in vitro fertilized zygotes [32, 33]. This has been successfully done in rice zygotes [33]. However, the difficulty in the regeneration of whole plants from the protoplasts makes this method not applicable to many important species. The ribonucleoprotein or RNA may also be biolistically delivered into immature embryo cells or calli. This has been done with wheat [34, 35], maize [36] and rice [37]. However, the efficiency of editing is very low.
While there are thousands of CRISPR systems, most of the work has been done using the CRISPR/Cas9 system. However, the recently discovered system from Prevotella and Francisella (CRISPR/Cpf1, renamed CRISPR/Cas12) appears to be easier to adapt to DNA-free applications. This is mainly because the Cas 12a protein is smaller and will thus be easier to transfect into cells [29].
6. Conclusion
The availability of rapid and affordable sequencing technology together with tools for site-specific recombination are plants has made it possible for genetic engineers to design plant genetic engineering experiments with great precision. Cisgenic plants sensus stricto with agriculturally important traits will soon be a reality in the field. The first few varieties might have to go through the same regulatory processes as transgenic plants. Maybe the plants must go beyond the usual requirements and demonstrate their true equivalence to conventionally bred varieties. Beyond that, it is hoped that methodologies for cisgenesis will become standardized, and regulatory requirements of cisgenic plants will be equivalent to those of conventionally bred crops.
Acknowledgments
Financial support from CPUT is acknowledged.
Conflict of interest
No conflict of interest.
\n',keywords:"transgenic plants, cisgenic plants, site-specific recombination, genome-editing",chapterPDFUrl:"https://cdn.intechopen.com/pdfs/79894.pdf",chapterXML:"https://mts.intechopen.com/source/xml/79894.xml",downloadPdfUrl:"/chapter/pdf-download/79894",previewPdfUrl:"/chapter/pdf-preview/79894",totalDownloads:43,totalViews:0,totalCrossrefCites:0,totalDimensionsCites:0,totalAltmetricsMentions:0,impactScore:0,impactScorePercentile:0,impactScoreQuartile:0,hasAltmetrics:0,dateSubmitted:"October 21st 2021",dateReviewed:"November 22nd 2021",datePrePublished:"March 2nd 2022",datePublished:"May 18th 2022",dateFinished:"January 3rd 2022",readingETA:"0",abstract:"The commercialization of transgenic plants almost three decades ago was accompanied by controversies that highlighted concerns that relate to human health and the environment. This has resulted in continued research efforts to further improve molecular genetic approaches to plant genetic engineering. One such approach involves the use of site-specific recombination mechanisms to produce cisgenic plants. This chapter describes the different methods for site-specific recombination and briefly comments on their potential for widespread adoption in the production of cisgenic plants. The chapter concludes by showcasing some cisgenic plants under development and highlights how cisgenic plants circumvent some concerns associated with first-generation transgenic plants.",reviewType:"peer-reviewed",bibtexUrl:"/chapter/bibtex/79894",risUrl:"/chapter/ris/79894",book:{id:"10903",slug:"genetically-modified-plants-and-beyond"},signatures:"Richard Mundembe",authors:[{id:"426058",title:"Dr.",name:"Richard",middleName:null,surname:"Mundembe",fullName:"Richard Mundembe",slug:"richard-mundembe",email:"mundember@cput.ac.za",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. History and controversies of transgenics/GMOs",level:"1"},{id:"sec_3",title:"3. Recombination",level:"1"},{id:"sec_3_2",title:"3.1 Homologous recombination",level:"2"},{id:"sec_4_2",title:"3.2 Nonhomologous recombination",level:"2"},{id:"sec_5_2",title:"3.3 Replicative recombination",level:"2"},{id:"sec_6_2",title:"3.4 Site-specific recombination",level:"2"},{id:"sec_6_3",title:"3.4.1 Cre-loxP recombination system",level:"3"},{id:"sec_7_3",title:"3.4.2 CRISPR/Cas9 and other variants",level:"3"},{id:"sec_10",title:"4. Cisgenics",level:"1"},{id:"sec_11",title:"5. Genome-editing technologies and cisgenics",level:"1"},{id:"sec_12",title:"6. Conclusion",level:"1"},{id:"sec_13",title:"Acknowledgments",level:"1"},{id:"sec_16",title:"Conflict of interest",level:"1"}],chapterReferences:[{id:"B1",body:'Singh OV, Ghai S, Paul D, Jain RK. Genetically modified crops: Success, safety assessment, and public concern. 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Efficient and transgene-free genome editing in wheat through transient expression of CRISPR-Cas9 DNA or RNA. Nature Communications. 2016;7:12617. DOI: 10.1038/ncomms12617'},{id:"B35",body:'Liang Z, Chen K, Li T, Zhang Y, Wang Y, Zhao Q, et al. Efficient DNA-free genome editing of bread wheat using CRISPR-Cas9 ribonucleoprotein complexes. Nature Communications. 2017;8:14261. DOI: 10.1038/ncomms14261'},{id:"B36",body:'Svitashev S, Schwartz C, Lenderts B, Young JK, Mark CA. Genome-editing in maize directed by CRISPR-Cas9 ribonucleoprotein complexes. Nature Communications. 2016;7:13274. DOI: 10.1038/ncomms13274'},{id:"B37",body:'Li S, Li J, He Y, Xu M, Zhang J, Du W, et al. Precise gene replacement in rice by RNA transcript-templated homologous recombination. Nature Biotechnology. 2019;37:445-450. DOI: 10.1038/s41587-019-0065-7'}],footnotes:[],contributors:[{corresp:"yes",contributorFullName:"Richard Mundembe",address:"mundember@cput.ac.za",affiliation:'
Department of Biotechnology and Consumer Sciences, Cape Peninsula University of Technology, Cape Town, South Africa
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1. Introduction
Concrete filled steel tubes columns (CFST) are composite structures. They feature a variety of advantages. CFST have significant constructive, technological, economic advantages and at the same time an architecturally expressive appearance [1, 2, 3, 4, 5]. Such obvious CFST advantages as decreased labor consumption of their production due to lack of forms and reinforcement cages and high speed of building erection are quite attractive for construction specialists. Besides, mechanical features of a steel shell and a concrete core combine quite rationally in these columns. The strong steel shell serves as a reliable frame for the concrete core ensuring good volumetric load conditions for it. Due to this, concrete strength of columns with circular cross-section increases 1.8÷2.5 times in average. Concrete, in its turn, protects the walls of the steel shell from loss of stability and corrosion from inside. As a result, concrete and steel mutually increase load-carrying ability of each other and that of the whole element.
In case of emergency (explosions, earthquakes, etc.), another important feature of such columns, high survivability, comes to the fore. It is ensured by high deformability of the concrete core, which, together with its high strength, ensures absorption of large amounts of energy during strength resistance of the construction. Therefore, CFST of circular cross-section are increasingly used in construction practice.
The high strength and deformability of the concrete core ensure its main advantages, especially for short centrally loaded circular cross-section concrete-filled tubular elements. Due to the complicated nature of CFST load resistance, regulations of the Europe, Australia, Brazil, India, Canada, China, the USA, Japan, and a number of other countries recommend using empirical formulas to calculate their bearing capacity.
Despite the large number of the experiments serving as a base for these formulas they do not always allow to obtain valid results [6, 7]. They have significant limitations in the field of application. They were obtained either from the results of specific laboratory sample testing, or due to statistical processing of the relevant data. First, these formulas are valid only for normal concrete. They give unreliable results for the columns from other types of concrete (for example, fine-grained ones). Secondly, these methods, as a rule, do not allow the calculations of eccentrically compressed concrete filled steel tube elements, which have any differences from a “classical” design, for example, the presence of a high-strength rod [8, 9] and (or) spiral reinforcement [10, 11, 12], the application of various types of concrete [13], the effect of preliminary lateral reduction in a concrete core [14], etc.
According to the results of researches carried out by many scientists, the most reliable calculations of the strength of CFST columns can be performed based on the recommendations of the EN 1992-1-1 standard. Moreover, a simplified method is often used in the calculations. But it is based on empirical formulas and is very limited in scope. It is proposed to consider the general case of calculation as well. For its implementation, the following assumptions are made:
internal forces are determined by elasto-plastic analysis;
plane sections may be assumed to remain plane;
contact strength between steel and concrete components must be maintained up to column failure;
the tensile strength of concrete is neglected.
Design of column structural stability should take into account second-order effects including residual stresses, yielding of structural steel and of reinforcement, local instability, cracking of concrete, creep and shrinkage of concrete, geometrical imperfections.
However, there are no specific methods for practical implementation of such a calculation.
The purpose of this monograph is to propose the method of deformation calculation of the bearing capacity of compressed CFST under short-term load action based on the phenomenological approach.
2. Basic design provisions
2.1 Initial provisions
Initially, the diameter d and wall thickness δ of the tube should be assigned for CFST. Taking into account the research results [7] for columns of circular cross-section, it is recommended to use the following restrictions:
20235fy≤dδ≤150235fy,E1
where fy is a yield stress of the steel shell, MPa.
For monolithic columns, the possibility of loss of stability of the tube wall at the stage of installation of the supporting structures of the frame should be taken into account. The steel tube can be used as a supporting structure for several overlying floors even before it is filled with concrete, which significantly speeds up the process of constructing a building. In this case, local buckling is impossible when
dδ≤85235fy.E2
If condition (2) is not met, it is necessary to check the stability of the tube walls under the action of corresponding loads. For this purpose, for example, the recommendations of European norm procedure (EN 1993-1-1 Steel Design) can be used.
For a short centrally loaded CFST column, the cross-sectional strength is usually determined. Most researchers use a fairly simple formula for this
N=fccA+σpzAp,E3
where fcc is strength of volumetrically loaded concrete core;
σpz is axial direction compression in the steel shell in CFST limit state;
A and Ap are cross-section areas of the concrete core and the steel shell.
Thus, in order to calculate the CFST strength, it is necessary to know the values of the strength of the volumetrically loaded concrete core and the compression in the steel shell. Various approaches and relationships for determining fcc and σpz are recommended. They are reviewed below.
2.2 Known approaches for determining the strength of a concrete core
Compression strength is a very important mechanical attribute of CFST concrete core. In the limiting state centrally loaded circular section column, concrete is in the conditions of three-axis compression by axial direction strain σсz and transverse strain σсr.
A quite simple relationship, being in fact the Mohr-Coulomb strength condition, is most often used in calculations for such conditions
fcc=fc+kσсr,E4
where fc is concrete unconfined compression strength;
k is coefficient of lateral pressure.
Considering experiments, the value of the k coefficient is usually taken as constant in this formula: k = 4,1 or k = 4,0.
Though the Eq. (4) was recommended by American researches F. Richard, A. Brandtzæg and R. Brown as far back as in 1929, it is currently used by many researches, including for designing columns with different types of confinement reinforcement. The relationships to determine the volumetrically loaded concrete recommended by regulations in many countries have been obtained based on this very formula. However, the gained new experimental materials evidence that the Eq. (4) does not always allow to get a valid result.
This is caused by many reasons. One of them is inaccuracies in determination of lateral strain σсr. The second reason is ignoring the scale factor. Since CFST frequently have significant cross-sectional dimensions (630…1000 mm and more for high buildings), this factor shall be considered. The research [4] devoted to a review of a government program of concrete-filled tubes research carried out in the end of the 20th century in Japan introduces the following relationship
fcc=γсfc+kσcr,E5
in which γс scale is factor coefficient determined by the formula
Regarding such approach as conceptually correct, it is worth mentioning a quite limited range of CFST cross section diameters, where usage of relationships (6) allows to obtain a result acceptable for practical purposes. According to this formula, first, γс≈1 when the concrete diameter is 100 mm, and а γс≈0.95 when dс = 150 mm. In most countries, square-sided cube test pieces or cylinders with a cross-sectional diameter of 150 mm are considered reference concrete. In this case, the regulations provide that γс= 1.05 when dс = 100 mm. Secondly, one has to take γс= 0.85 already when the cross-section diameter exceeds 300 mm, which does not correspond to experimental data of researches of large scaled samples with cross section diameters between 630 and 1020 mm.
Considering the results of the research [16], the coefficient γс is recommended to be determined by the formula
γс=0,75+0,25d0dc0,5,E7
where dо is reference cylinder diameter taken equal to 150 mm.
This formula does not need any limitations in a quite wide range of dс = 100 to 3000 mm, which is convenient for practical calculations.
Another reason of the results obtained by the Eq. (4) not always corresponding to experimental data is the value of the coefficient of lateral pressure k = 4.1 taken as constant here. The research [17] shows theoretically that this value is variable. Our researches [16] found that the lateral pressure σсr reaches sometimes a value of 10÷15 MPa and more for CFST concrete cores before concrete destruction. Meanwhile, the values of the coefficient of lateral pressure can be within a range k =2,5÷7. Therefore, it is obvious that even insignificant inaccuracies in determination of k frequently lead to significant errors in determination of concrete core strength fcc and load-carrying ability of a designed element.
Some of researches recommend considering this point. For example, in the research [18] it was correctly mentioned that, other factors being equal, the value of the coefficient of lateral pressure decreases while this pressure increases. A formula is recommended for its determination
k=6,7σсr−0,17.E8
However, recently a formula of J. Mander has been used more frequently than others [19].
fccfc=2,2541+7,94σcrfc−2σcrfc−1,254.E9
This formula was received based on the results of statistical processing of a large amount of experimental data and is usable for not only medium- but also high-strength concrete with fc of up to 120 MPa.
However, two main disadvantages of the Eq. (9) should be mentioned. First, lateral pressure σсr shall be known in CFST limit state to use it. As previously noted, this pressure is unknown when the load-carrying ability of such columns is calculated. Experiments with 180 samples of concrete-filled tubular elements [16] showed that σсr depends on geometry and design parameters of a designed column and may vary in wide limits. In addition, the relationship (9) is correct only for normal concrete. E.g. it is well known that fine grain concrete resists volumetric compression somewhat worse [17]. That is why other relationships shall be obtained for other concrete types, which causes certain inconveniences in calculations.
Processing of a number of experimental data evidences the existence of a stable relationship between σсr and a constructive coefficient of concrete-filled tubes ξ determined with use the formula
ξ=fyApfcA.E10
The appropriate formulas are used in Chinese Technical Code for CFST structures (GB50936–2014).
2.3 State of stress in steel tube
Two methods to assess state of stress in a steel shell are known. The first one hypothesizes that a steel tube acts only transversely in limit state. In this case, the axial direction compression in the steel shell σpz is equal to zero. Then hoop stress determining the value of the lateral pressure in concrete reaches the yield stress of steel σpτ=fy. However, in general, it does not correspond to the real state of stress in a steel shell. Most researchers believe that the value of stress σpz depends on geometry and design parameters of CFST.
In the limiting state, the stress intensity in the steel shell reaches the yield point. During the central compression of a short CFST element, the steel shell experiences a compression-tension-compression stress state. Radial compressive stresses in the wall of steel tubes with d/δ ≥ 40 are small and they are usually neglected. Then the plane stress state “compression-tension” is considered for the tube. For this case, the Hencky-Mises yield criterion is written as follows:
σpz2+σpτ2−σpzσpτ=fy2,E11
where σpτ is the steel tube hoop stress in CFST limit state.
Then the stress σpz can be calculated using the formula
σpz=fy2−0,75σpτ2−0,5|σpτ|.E12
Let us mention that the Eq. (12) is correct for thin-shell tubes when d/δ ≥ 40. These very tubes are generally used as steel shells for CFST.
The hoop stresses averaged by thickness in the steel shell for thin-shell tubes can be expressed through the lateral pressure by the following relationship with accuracy sufficient for practical calculations
σpτ=−2σcrAAp.E13
Consequently, the axial direction compression in the steel shell depend on its yield stress fy, the value of the lateral pressure from the concrete core σcr, and ratio of the column reinforcement.
2.4 Central compression strength
The literature review shows that obtaining a reliable formula for determining the strength of volumetric compressed concrete of CFST elements is not an easy task. Most often, empirical formulas, which have significant limitations depending on the conditions of carried out experiment, are used. In case of structural changes or the use of new types of concrete and steel grades, other formulas will be needed. In this case, it is necessary to correctly determine the lateral pressure of a steel tube σcr on concrete, which directly affects both the strength of the concrete fcc and the stress in the tube σpz.
In this regard, it is important to obtain theoretically based, universal formulas for determining fcc, σpz and the strength of CFST. The solution to this problem is proposed on the basis of the known strength function of volumetric compressed concrete [17]. In the case of uniform lateral pressure, the result of solving this function is Eq. (5) with a variable value k depending on the level of lateral pressure m=σсr/fcc and the type of concrete. For its determination, a formula is recommended
k=1+a−amb+с−bm,E14
where a, b are material coefficients determined based on experiments;
c is a parameter determining the nature of strength surface in the area of all-around compression (for a dense concrete core, the strength surface is open, and c = 1).
The average values of strength of normal concrete, calculated with a reliability of 50%, correspond to the coefficients b = 0.096 and a = 0.5b.
The analysis of relationship (14) shows that with high levels of sidework (with m→1), the value of the lateral pressure coefficient is k→1. In such cases, concrete destruction will be of shear nature, according to Coulomb’s law. With the above-mentioned coefficients k for CFST, volumetrically loaded concrete destruction occurs due to combinations of break and shear, which corresponds to numerous experimental data.
Inserting the Eq. (14) into the Eq. (5) and performing some transformations, we will obtain:
fcc=αcγcfc;E15
αс=0,5+0,75σ¯+0,25σ¯−22+16σ¯/b,E16
where σ¯ is a relative value of the lateral pressure from the steel shell on the concrete core in limit state σ¯=σcr/γcfc.
Using the relationship (12) and performing some little manipulations, we can write the Eq. (12) as follows
σpz=γcfcξ2−3σ¯2−σ¯AAp.E17
The formula for σ¯ calculation is received from solving the task of determination of the maximum compression force received by a short centrally loaded column. Inserting (15), (16) and (17) into the Eq. (3), we obtain the following equation
N=γсfcA1+σ¯−24+σ¯−242+σ¯b−σ¯2+ξ2−3σ¯2.E18
It is obvious that the total axial force received by concrete and steel with standard cross-section depends only on relative lateral pressure σ¯ with fixed values of geometry and design parameters of CFST (fc,fy,A,Ap). For illustrative purposes, Figure 1 represents diagrams of changes of relative forces received by concrete Nс¯ and the steel shell Np¯ and their sum N¯ depending on σ¯ value. All forces are determined here in relation to the destructive load.
Figure 1.
Diagrams of changes of relative compressive forces received by concrete (1) and the steel shell (2) and their sum (3) depending on σ¯ value.
Figure 1 shows that the graph of the total force change has a maximum point. The maximum compressive force can be found from the equation ddσ¯Nσ¯=0. After determining the derivative we have the equation
bσ¯−2+8bbσ¯−22+16σ¯−12σ¯ξ2−3σ¯2−1=0.E19
As a result of solving Eq. (19), the following formula was obtained
σ¯=0,48e−a+bξ0.8.E20
Thus, the necessary formulas to calculate the strength of a short centrally loaded CFST have been received.
2.5 Strength calculation of elements with spiral reinforcement
The construction of CFST columns can be improved by placing spiral reinforcement in the concrete core (Figure 2). This will have a positive effect on the strength and survivability of columns. A spiral, installed at some distance from the inner surface of the steel tube, can also increase the fire resistance of columns. Experimental studies [10, 11, 20] confirm the high efficiency of such structures.
The widespread practical use of reinforced CFST columns is constrained by the lack of reliable methods for determining their strength. In work [12], a numerical finite element analysis of the load resistance of compressed CFST elements with spiral reinforcement was carried out. But empirical formulas were used here to determine the strength of concrete and lateral pressure on concrete in the limiting state.
The strength of short centrally compressed reinforced CFST column can be determined by formula:
Nu0=fcсAc+σpzAp+σsAs,E21
where σs is the compressive stress in longitudinal reinforcement in the limiting state of element;
As is cross-sectional area of the longitudinal reinforcement.
Under the action of axial compressive force N, lateral pressure on the concrete takes place due to the restraining effect of the outer steel tube and spiral reinforcement. It is impossible to determine this pressure by the superposition principle, since the current problem is physically nonlinear. Therefore, the following calculation method is proposed.
First, the load resistance of a spirally reinforced concrete element that does not have an external steel tube is considered. As a result, the strength of concrete with confinement reinforcement fcs is calculated. At the second stage of the calculation, the interaction of this element and the outer steel shell is taken into account.
To determine the strength of the concrete core fcs, Eq. (15) and (16) are used with the replacement of σ¯ by σ¯sc.
The value of relative lateral pressure σ¯sc is calculated by the formula:
σ¯sc=ρscσscγcfc,E22
where ρsc is coefficient of confinement reinforcement by spirals;
σsc is tensile stress in the spiral reinforcement, which can be determined from the formula:
σs,c=εEscs,c≤fy,c,E23
where εsc is tensile strain of spiral reinforcement;
Es,c is modulus of elasticity of steel of spiral reinforcement;
fy,c is yield point of steel of spiral reinforcement.
The following formula for calculating the value εsc by consecutive approximations is derived in the work [11]:
εsc=−υzrqνcsEcfcs,E24
in which,
q=1−Es,cEcρsc1−υrr,E25
νcs is the coefficient of elasticity at the maximum stress of concrete with confinement reinforcement.
The value νcs is calculated using the formula:
νcs=fcsεcsEc,E26
where εcs is the strain of concrete with confinement reinforcement at the maximum stress.
The values of coefficients of transverse deformations υzr and υrr are calculated using the formulas obtained in work [16]. The strain εcs is calculated using the formula obtained below.
Then the strength of spirally reinforced concrete core fcс1, which has an outer steel shell, is determined. For this purpose the Eq. (15) is used, in the right-hand side of which the value γcfc is substituted by fcs. The relative lateral pressure σ¯1 depends on constructional coefficient ξ1, calculated by the formula:
ξ1=fyApfcsA.E27
The lateral pressure on the concrete from the steel tube acts outside the diameter of the spiral deff. This pressure is calculated using the formula (20), but with the replacement of the coefficient ξ by ξ2. Constructive coefficient ξ2 is determined from the formula (10) when the strength of concrete is γcfc.
Depending on σ¯2, the strength of the concrete of the peripheral zone fcс2 is calculated.
In order to simplify the calculations it is offered to use the averaged design compressive strength of concrete core fcс for the method of limiting forces. It is determined from the formula:
fcc=fcc21−βc2+fcc1βc2,E28
where βc is the coefficient determined using the formula βc=deff/dc.
The stress σpz in the steel tube is calculated by the following formula:
σpz=γcfcξ22−3σ¯m21/2−σ¯m2AAp,E29
in which σ¯m – averaged value of relative lateral pressure of concrete core, calculated by the formula:
σ¯m=σ¯1βс+σ¯21−βс.E30
The compressive stress in the longitudinal reinforcement σs should be determined from the condition of its combined deformation with the concrete core εs=εсz.
3. Deformation calculation of strength
3.1 General provisions
In a number of earlier published works it is shown that the most reliable calculations of the bearing capacity of CFST columns, taking into account their design features, can be carried out on the basis of nonlinear deformation model. The calculation sequence of similar designs for deformation model is in detail stated in [16].
The calculations are based on the assumptions specified in the EN 1992-1-1 standard. They are listed in the introduction. While processing the experimental data the values of random eccentricity are taken three times less than the values recommended by standards for design purposes. Thus, the centering of the samples along the physical axis is taken into account.
The calculation is based on the relationships between stresses and strains for the concrete core σсz−εсz, steel tube σpz−εpz and reinforcement (if any) σs−εs. The concrete core and steel tube operate under conditions of volumetric stress state, which can change quantitatively and qualitatively with increasing load (Figure 3). The accuracy of calculations largely depends on the reliability of the adopted diagrams. At that, the diagrams contained in the regulatory documents are not suitable to evaluate the strength resistance of a concrete core and a steel shell. Therefore, reliable diagrams σсz−εсz and σpz−εpz need to be constructed initially. The form of a diagram set is recommended to be multipoint one. It is shown in [17] that such a method is the most universal one. At the second stage the strength of the compressed CFST is calculated.
Figure 3.
Tension of steel tube and concrete core of the central compressed CFST column: a – scheme of loading; b – at low loading levels; c – at high loading levels.
3.2 The first stage of calculation
At the first stage, the deformation diagrams of the concrete core and the steel tube are constructed for the axial direction of the element. For this purpose, the load resistance of a short centrally compressed CFST element is considered. Load is imposed quickly. The concrete core is considered as a transversely isotropic body. The steel tube is considered to be an isotropic body. In the tube the stresses arise in the axial, circumferential and radial directions – σpz,σpτ,σpr. The stress signs of the concrete core and steel shell depend on the load level. At low load levels, the value of the coefficient of transverse strains of steel exceeds the value of the coefficient of transverse strains of concrete. For these levels, there is no triaxial compression of concrete (Figure 3b). When the value of the coefficient of transverse strains of concrete exceeds the value of the coefficient of transverse strains of steel, the volumetric compression of concrete takes place (Figure 3c).
Curvilinear deformation diagrams are accepted for the concrete core. The coordinates of vertex of each diagram depend on the lateral pressure on the concrete from the steel tube. It is assumed that with an increase of the compressive force N, the lateral pressure on the concrete σcr goes up from zero to a certain limiting value. Therefore, the calculation requires the use of many such diagrams (Figure 4).
Figure 4.
Branch of concrete deformation charts at step-by-step strengthening of axial deformations: 1 - uniaxial compression, 2,3 - volume compression at the intermediate stages of deformation; 4 - volume compression in a limit state.
The coordinates of vertex of each diagram determine the strength of the concrete core (uniaxially compressed fc or volumetrically compressed fcc) and its strain (εс1 or εcc1 respectively).
There are many proposals for determining the strain εcc1 in the literature. The main disadvantage of the above formulas is that they are all obtained from the results of the corresponding experiments. It greatly limits the scope of their application.
Let’s show how one can get the corresponding formula based on the phenomenological approach.
Figure 5 shows the stress–strain diagram of compressed concrete, corresponding to the maximum reached stress and compare it with the uniaxial compressed concrete diagram. It follows from the above that the initial modulus of elasticity Eс for both diagrams is the same.
Figure 5.
The graphs of deformation for uniaxial compressed (1) and volume-compressed (2,3) concrete.
The strain εcc1 at the vertex of the diagram σсz−εсz is made up of elastic εel and plastic εpl components
εcc1=εel+εpl.E31
Elastic strain εel is associated with the elastic part of the strain of uniaxially compressed concrete εel\' by the following relationship:
εel=εel\'fccγcfc.E32
Plastic strain εpl is associated with the plastic part of the strain of uniaxially compressed concrete εpl\' by a similar relationship:
εpl=εpl\'fccγcfcm,E33
where m is the exponent, m > 1.
The parameter m takes into account the fact that the increase in strains of volumetrically compressed concrete is more intense than the increase in its strength.
Thus, the total deformation of the volume-compressed concrete at the maximum stress is determined by the formula
εcc1=εc1αcm1−γcfcεc1Ec1−αс1−m.E34
The performed statistical analysis showed that the best match with the results of the experiments corresponds to a value of m, calculated by the formula
m=1.7+3.5γcfc,E35
where fc is in MPa.
According to the recommendations of [21] the ultimate strain of a volume-compressed concrete is determined by the formula
εcc2=εc2εcc1εc1,E36
where εc2 is the ultimate strain for uniaxial compressed concrete.
When coordinates of parametric points of the deformation charts of volumetrically compressed concrete are known, it is possible to calculate the bearing capacity of CFST columns based on the deformation model analysis.
To construct the diagrams σсz−εсz and σpz−εpz, a step-by-step increase in the strains of the concrete core and steel tube is carried out while ensuring the condition εсz=εpz. All components of the stress–strain state of concrete and steel are calculated at each j-th step.
The analytical relationship between strains and stresses for any point of the concrete core is written in the form of a system of equations:
The elastic–plastic properties of concrete are taken into account by the coefficients of elasticity νck (k = z, r, i) and variable coefficients of transverse strains υzr, υrr. The subscripts z and r are used for axial and transverse directions, and the subscript i is used for the coefficient of elasticity depending on the intensity of stress and intensity of strain.
The values of the intensity of stresses and strains are calculated using the well-known formulas of solid mechanics. Using the coefficients of elasticity νсi and transverse strains υzr, υrr, the strains along one direction (axial or transverse) depending on the stresses of the other direction are calculated in a matrix of system pliability (37).
The stress state of a steel tube obeys the hypothesis of a uniform curve [22]. In accordance with this hypothesis, the dependence σpi-εpi, obtained under uniaxial tension, is accepted for complex stress states. Here σpi is the intensity of stresses, and εpi is the intensity of strains.
The initial diagram “σ¯p−εp¯” is recommended to be tri-linear (rules of Russia - CR 266.1325800.2016). However, when modelling steel sections under a complex stress state, it is advisable to use a deformation diagram calculated using the generalized parameters σ¯pi=σpi/fy and ε¯pi=εpiEp/fy (Figure 6). The coordinate values of the characteristic points of the generalized diagram can be taken from Table 1.
Figure 6.
Generalized calculation diagram of steel, operating under conditions of complex stress state.
Parameter of diagram
Steel classes according to the set of rules Russia - SP 16.13330.2018
S245, S255
S285
S345, S345К, S375
S390
S440
S590, S590К
ε¯el
0,80
0,80
0,80
0,90
0,90
0,90
σ¯elp
0,92
0,92
0,92
1,00
1,00
1,00
ε¯op
1,70
1,70
1,70
1,70
1,70
1,70
σ¯yp
1,00
1,00
1,00
1,00
1,00
1,00
ε¯2p
14,0
15,0
16,0
17,0
17,0
18,0
Table 1.
Coordinates of characteristic points of the generalized steel deformation diagram, constructed in the axes σ¯pi−ε¯pi.
Communication between strains and stresses for any point of an external steel shell in elastic and elasto-plastic stages can be presented the following equations system:
Here σpz,σpτ,σpr are normal (main) stresses in a tube in the axial, circumferential and radial directions; εpz,εpτ,εpr are strains of a steel tube in the corresponding directions; Ep is the initial module of tubes elasticity; νp is coefficient of steel elasticity; υp is coefficient of tubes cross strain.
The stresses and strains acting on the principal planes are used in Eqs. (37) and (38). Experiments show [16] that in the stage of yield Chernov-Luders lines appear on the surface of the steel tube. These lines are angled 45° to the longitudinal axis of the CFST. Therefore, shear stresses and shear strains are equal to zero here.
The stress–strain states of the concrete core and steel tube largely depend on the values of the coefficients of transverse strain and the coefficients of elasticity of the materials. Therefore, their reliable determination is very important when calculating the strength of CFST columns. Formulas for calculating these coefficients are given in work [16].
The solution of the Eqs. (37) and (38), taking into account the joint deformation of concrete and steel tube, allows obtaining the formula for calculating the lateral pressure
σcr=υp−υzrdcdc+δνczνciεczKp+Kc,E39
in which Kp and Kc are the parameters defining condition of steel shell and concrete core.
Kp=0,5υpνpEpυpdδ−1−dδ+1;E40
Kc=βrνciEc2υzr2νczνci+υrr−νciνcr.E41
When the strain εсz and lateral pressure σcr are known, all other components of the stress–strain state of CFST column can be calculated. The strains are incrementally increased until the stressσсz reaches the strength of volumetrically compressed concrete fccn (Figure 4), previously calculated using formulas (15) and (16). The calculation is performed on a computer.
After that we compare the last value of strain εсz with the strain calculated on a formula (34)εcc1n in top of the deformation chart of concrete. In the existing incoherence εcz−εcc1n>Δε (Δε− the accuracy of calculations set by the estimator) we specify value of an exponent m in a Eq. (34) and repeat all calculations.
Upon termination of calculations we receive arrays of numerical data for deformation charting of concrete core εcz−σcz and steel shell εpz−σpz.
3.3 The second stage of calculation
At the second stage, the bearing capacity of the eccentrically loaded CFST element is calculated. The design scheme of the normal section of element is shown in Figure 7.
Figure 7.
Design model of the normal section of the CFST element deformations of the normal cross section is designed, corresponding to the equilibrium condition of the calculated element. In order to develop such a diagram it is required to find the corresponding value of the strain of the least compressed (stretched).
In the calculation process, the deformation of the most compressed fiber of the concrete core εcmax is increased step-by-step. At each step, using the Bernoulli hypothesis, the diagram of strain fiber of the steel tube εpmin. The search for this value is carried out with a gradual shortening strain decrease (starting from εcmax) or the build-up of the elongation strain εpmin (starting from zero).
The normal section of the calculated element is conditionally divided into small sections with areas of concrete Aсi and steel shell Apk. In the presence of longitudinal reinforcement, the cross-sectional area of each bar is designated as Asj.
The origin of coordinates is aligned with the geometric center of the element’s cross section. If the Bernoulli hypothesis is observed, there is a strain in the center of each section of concrete and steel tube. With known strains, the corresponding stresses are determined according to the results of the first stage of the calculation. The stresses are assumed to be evenly distributed within each section of concrete and steel tube. After each step of strain εcmax increasing, it is necessary to ensure that the equilibrium conditions are met:
Nz=∑iσcziAci+∑kσpzkApk+∑jσsjAsj;E42
Nze0=∑iσcziAciZcni+∑kσpzkApkZpnk+∑σsjAsjZsnj,E43
in which Zcni, σczi − the coordinate of the gravity center of the i-th section of concrete and the stress of the axial direction at the level of its gravity center; Zpnk, σpzk − the coordinate of the gravity center of the steel shell k-th section and the stress of the axial direction at the level of its gravity center; Zsnj, σsj − the coordinate of the gravity center of the of the longitudinal reinforcement j-th bar and the stress in it.
When both equilibrium conditions are met, the value of the compressive force Nz corresponding to the given strain εcmax is fixed. Next, the strain of the most compressed fiber of the concrete core increases and all calculations are repeated. The limiting values of this strain εccu can be accepted according to the recommendations [21].
The problem of determining the strength reduces to finding the value of the strain of the most compressed fiber εcmax≤εcc1, corresponding to the maximum value of the compressive longitudinal force Nu. The calculation results show that under certain design parameters of CFST columns, the strain εcmax does not reach εcc1. Then the stress in the concreteσсzcannot achieve its strength at triaxial compression. This design situation occurs when using low strength concrete and a strong steel shell with a small ratio d /δ. Therefore, the criterion for the loss of the strength of the column is the achievement of the maximum value of compressive force in the process of increasing the strain of the most compressed fiber.
The proposed method makes it possible to limit the axial strains of the columns. It is known from experiments that the strain of compressed CFST elements can reach 5 ÷ 10% [16]. With such strains, the operation of the columns of the buildings becomes impossible. Thus, excessive strain can determine the ultimate limit state of the CFST column. The maximum permissible values of these strains can be set by a structural engineer, depending on a specific design situation for a designed building or a structure.
3.4 Calculation of flexible elements
Due to the complex nature of load resistance of CFST columns, in design practice, as a rule, the simplified methods of calculation of their bearing capacity are used. At that, flexibility is usually taken into account by the coefficient of longitudinal bending, determined according to empirical relationships. In the monograph we consider the deformation calculation of CFST column bearing capacity.
A rod of a circular cross-section with a constant length, loaded by a compressive force N applied to the ends with the same initial eccentricity e0 (no less accidental than ea) and hinged at its ends is regarded as a basic case. The deformation scheme of such a rod is shown on Figure 8.
Figure 8.
The scheme of a compressed rod deformation.
According to the known positions of structural mechanics, if we apply force N along the axis that coincides with the physical gravity center of an elastic rod cross-section, the rod will remain a rectilinear one until the force reaches the value of the critical load Nu corresponding to the moment of stability loss. Only after that the middle part of the rod will receive the corresponding deflection fcr.
A bending moment M will appear in any section along the length of the bar from the compressive force N. The moment M is calculated by the formula
M=Ne0+y,E44
where y is the horizontal displacement value of the cross-section in question.
With the increase of the bending moment, the strength of a compressed rod normal section decreases, which must be taken into account during the calculation. On the other hand, the axial load increase to a critical value in the columns of great flexibility can lead to a very significant increase of transverse deformations - the loss of stability of the second kind. With a certain transverse deflection, the compressive load reaches a maximum value, after which its decrease is observed with a further deflection increase (Figure 9). At the same time, the strength properties of materials from which the column is made will not be implemented fully.
Figure 9.
The dependence of compressive force on deflection
The main assumptions that are directly relevant to this study are the following ones:
the calculation is based on the theory of small displacements;
the shear deformations are neglected in comparison with the bending deformations of the rod axis;
the distribution of deformations along a cross section corresponds to the hypothesis of plane cross sections.
The flexibility of the column is determined for the reduced cross-section. For the base case under consideration, this flexibility can be approximated by the following formula:in which l is the estimated length of the rod; (EI)eff, (EA)eff are effective stiffness of the most loaded reduced section for bending and compression.
λeff=l⋅EAeffEIeff.E45
It is recommended to calculate the stiffness EIeff and EAeff in the first approximation by the following formula:
EIeff=0,5EсIс+0,5EpIp+EsIs;E46
EAeff=0,5EсAс+0,5EpAp+EsAs,E47
where Iс,Ip,Is are the moments of inertia of a concrete core, a steel tube and a longitudinal reinforcement; Eс,Ep,Es are the moduli of elasticity of concrete, steel case and longitudinal reinforcement.
Flexibility can have a significant effect on the load capacity of compressed elements when the condition λeff>λ0 is performed, in which the threshold value of flexibility is calculated by the following formula
λ0=π0,01EAeff/Nu0,E48
where Nu0 is the strength of a short, centrally compressed CFST element.
The compressive stress in the longitudinal reinforcement σs is determined from the condition of its joint deformation with the concrete core. This takes into account the limitation σs ≤ fy,s.
The calculation is based on the step-iteration method. During the second stage, an eccentrically loaded compressed element is divided along its length into n equal segments, at that n ≥6 (Figure 10). Normal sections at the end of each segment are divided into small sections conventionally with the areas of concrete Aci and steel Apk tube.
Figure 10.
The design scheme of a flexible pipe-concrete column: a - the decomposition of the compressed rod along the length; b - distribution diagrams of concrete relative deformations in Section 2 and 3.
The area of one rod of longitudinal reinforcement is Asj. Then the calculation process is performed in the following sequence. First, only one normal cross-section of a rod is considered, in which the maximum bending moment arises. This cross section is located in the middle of the column height for the articulated column loaded by a compressive force N with the initial eccentricity e0. The strain of the most compressed fiber of the concrete core εczmaxis increased stepwise in this section.
At each step, the relative deformation of the least compressed (stretched) fiber εczmin is determined, corresponding to the conditions of equilibrium cross section. The equilibrium conditions are written in the form of the following equation system:
N=EAeffε0;E49
Ne0+f=EIeff1r,E50
where N is the longitudinal compressive force corresponding to the accepted deformation diagram; ε0 is a fiber relative deformation located at the gravity center of calculated section; f is the deflection at the point of maximum bending moment; 1r is the curvature of the longitudinal axis in the considered cross-section, determined by the following formula
1r=εczmax−εczmind−2δ.E51
Cross-section stiffnesses EAeff and EIeff are found taking into account the corresponding elastic coefficients of concrete and steel [7].
The effect of longitudinal bending is taken into account via the eccentricity of the longitudinal force increase by the amount of rod deflection f in the calculated section. In the first approximation, the deflection value is determined depending on the curvature of the calculated normal section. Taking into account the dependence (51), we can write the following formula
f=l2π2εczmax−εczmind−2δ,E52
where l is the estimated length of the considered rod.
An improved deflection value f should be found at each calculation step for a more reliable calculation of a compressed rod longitudinal bending. This can only be done by adjusting the stiffness along a rod length.
The numerical solution of the problem of calculating the deflection [16] with the number of partitions n = 6 allows us to obtain the following formula
f=l022661r0+61r1+121r2+81rmax,E53
where 1r0 is the curvature of the element on the upper (lower) supports; 1ri is the curvature of the element in the i-th section; 1rmax is the curvature in the middle of the height.
The problem under consideration is solved as follows. The deviations y of the longitudinal axis of the compressed rod from the vertical are calculated in the sections at the boundaries of each segment into which an element is divided with the deflection found in the first approximation according to the formula
y=fsinπz/l.E54
Then the distribution of the relative deformations is established for these cross-sections, using the Eqs. (49) and (50) and by the replacement of f into y. Moreover, during the determination of εczmax and εczmin for each section, it is necessary to satisfy two conditions:
the equilibrium of the normal section, i.e. the observance of equalities by the Eqs. (49) and (50);
the constancy of the longitudinal force value, which is assumed to be the same as for the mean most stressed section.
Let’s note that the stiffness characteristics EAeff and EIeff depend on the parameters of the strain diagram. Therefore, they will be different for each section.
After the determination of εczmax and εczmin according to the Eq. (51), the curvatures in the support and intermediate sections of the rod are found, and by the Eq. (53) the deflection f is specified. The process of deflection refinement can be repeated until a predetermined calculation accuracy is achieved.
They record the value of the compressive longitudinal force N for the assumed value of the relative strain of the most compressed fiber of the concrete core εczmax of the average cross-sectional rod and the refined deflection f. Then the strain of the most compressed fiber of the concrete core εczmax is increased and the whole procedure of calculations is repeated. Thus, the dependence “N−f” is developed (see Figure 9). The maximum value of the longitudinal force Nu, perceived by the rod, is taken as the bearing capacity.
4. Comparison of calculated bearing capacity with experimental data
According to the proposed method, the algorithm for estimate the stress–strain state and calculate the load-bearing capacity of compressed concrete filled steel tube elements was developed and this algorithm was implemented in the computer program. The results of the calculations are compared with the experiment data of CFST samples made of normal concrete. These data were obtained by many researchers for 569 experiments with short centrally compressed columns, 512 flexible centrally compressed columns and 292 eccentrically compressed elements.
Experimental data was taken from research works [16, 23, 24].
In order to obtain more objective information, the experimental data of samples were analyzed with a large range of geometric and structural parameter variation:
an outer diameter of an outer steel shell − d = 89 ÷ 1020 mm;
the thickness of an outer steel shell wall − δ = 0.8 ÷ 13.3 mm;
the yield point of a shell steel − Rs = 165.8 ÷ 853 MPa;
the prismatic strength of the initial concrete − Rb = 11.7 ÷ 127 MPa;
various concretes (normal, ultrahigh-strength, pre-stressing);
length to diameter ratio l/d =2÷49;
the relative eccentricity of the longitudinal force e0/d =0÷0.94.
The results of the comparison show a completely satisfactory coincidence of experimental destructive loads with theoretical values (Table 2).
Type of tested elements
No of tests
Average Test/Calculate
Stand. Deviation Test/Calculate
Short No Moment
569
1.04
0.068
Long No Moment
512
1.08
0.077
Long and Short with Moment
292
1.06
0.072
The overall
1373
1.07
0.073
Table 2.
Summary of Comparison of Calculated Bearing Capacity with Experimental Data.
The data in Table 2 show a good agreement between theory and practice.
According to the results of the data of work [23], the calculations according to Eurocode 4 (EN 1994-1-1: 2004) have a slightly worse accuracy. However, the main advantage of the proposed calculation method is its versatility. In particular, when using this method, one can take into account the presence of a high-strength rod and (or) spiral reinforcement, the effect of preliminary lateral compression of the concrete core [16]. The research work [13] verified the acceptability of the EN 1994-1-1: 2004 method for calculating the strength of compressed CFST made of various types of concrete: normal, ultrahigh-strength, self-compacting, light-weight concretes and engineered cementitious composite. It is concluded that the calculation accuracy is satisfactory only for normal concrete. The proposed method makes it possible, with an appropriate selection of the material coefficients a and b in Eqs. (14), (16) and (20), to provide the required accuracy of calculations.
Based on the results of the carried out analysis, the following values of the coefficients of materials for various types of concrete can be recommended:
for fine grained and for ultrahigh-strength concrete – b=0.13 and а=0.5b;
for self-compacting concrete – b = 0.098, a =0.5 b;
for lightweight concrete and for engineered cementitious composite – b = 0.3, a = 0.5 b.
Given recommendations are preliminary and need to be clarified, since they have been obtained on the basis of processing a very limited amount of experiments.
5. Discussion
The analysis of the results of the carried out researches shows that there are very significant advantages of the nonlinear deformation model in comparison with the currently used methods for calculating the bearing capacity of CFST columns. The proposed calculation method takes into account the complex stress state of the concrete core and steel tube, which is constantly changing with increasing load, and the physical and geometric nonlinearity of the structure. In the course of the calculation, it is possible to obtain a clear picture of the stress–strain state of the structure at various stages of loading.
The main dependences for finding the strength and strain characteristics of a concrete core and a steel tube are obtained phenomenologically. They correspond to the basic principles of solids mechanics. The resulting formulas are more universal than empirical dependencies. For example, they are true for different types of concrete. In principle, the developed method is applicable for calculating the bearing capacity of composite columns with various cross-sectional shapes and various variants of reinforcement of a concrete core. Differences in designs are easily taken into account when developing calculation algorithms for specific tasks.
The use of a multi-point method for constructing the diagrams of concrete deformation allows improving the accuracy of calculations. Previously, these diagrams were accepted either for uniaxially compressed concrete, or for volumetrically compressed concrete at the stage of ultimate equilibrium of the structure. In the first case the value of the bearing capacity turned out to be underestimated, and in the second case - overestimated.
The proposed criterion for achieving the bearing capacity of CFST columns is important for practical calculations. The use of this criterion makes it possible to identify the cases when the strength properties of a concrete core cannot be fully used. Calculation by the method of limiting efforts does not always reflect the physical essence of the process and can lead to significant errors.
From the point of view of modern concepts of solid mechanics, steel-reinforced concrete structures refer to nonlinear and non-equilibrium deformable systems. The feature of such system calculation is the need to refine the values of the existing forces and displacements consistently, since the internal forces and the rigidity of the structures are interdependent.
The proposed method of CFST load capacity calculation allows to take into account these features. Considering flexibility the higher stiffness of the compressed rod is taken into account at the sites located closer to its supports. In this regard, it is obvious that the correct implementation of this method in practice will allow to obtain more reliable calculation results in comparison with the currently used semi-empirical approach.
Besides, this method makes it possible to perform the calculations of normal cross section and stability strength from a unified point of view. During the calculation, it is possible to track (in terms of longitudinal deformation value) the completeness of concrete and steel strength property use. If the material deformations reach the maximum permissible values, it can be concluded that the strength of the structures is lost. If this is not observed in the loss of the load-bearing capacity of the structure, a conclusion can be made about the loss of stability of the second kind.
It is especially important, that the proposed method with an appropriate refinement can be used for calculating the compressed structures made of various constructional materials.
One more important circumstance should be noted. It is known that in CFST columns, even before the onset of complete loss of bearing capacity, axial deformations can reach excessively large values at which the operation of real structures becomes impossible. In these cases, the limiting deformation can become dominant, determining ULS. In this regard, during the calculation of bearing capacity the axial deformations of the compressed CFST elements should be limited. This approach can be implemented only when calculating with the use of a nonlinear deformation model of reinforced concrete.
The proposed method can be effectively used to calculate long-term load columns [25].
6. Conclusions
A new technique to determine the strength of compressed CFST was proposed. Based on the known principles of deformation calculation, it takes into account the specific features of CFST adequately. The methodology uses new dependencies to determine the strength and the ultimate deformation of a concrete core, as well as the way of concrete deformation diagram development. It allows to perform the combined calculation of CFST strength, taking into account their flexibility and the calculation of possible stability loss. There is no need for an empirical formula to determine the critical force proposed by modern design standards for composite structural steel structures in the practical application of the method.
The versatility of this method should be emphasized separately. The method is acceptable for CFST columns made of various types of concrete using various technologies.
The practical use of the proposed method gives a reliable estimate of the stress–strain state and the strength of concrete filled steel tube columns.
\n',keywords:"concrete filled steel tube columns, spiral reinforcement, method of deformation calculation, strength, deformation, flexibility",chapterPDFUrl:"https://cdn.intechopen.com/pdfs/78205.pdf",chapterXML:"https://mts.intechopen.com/source/xml/78205.xml",downloadPdfUrl:"/chapter/pdf-download/78205",previewPdfUrl:"/chapter/pdf-preview/78205",totalDownloads:94,totalViews:0,totalCrossrefCites:0,dateSubmitted:"May 30th 2021",dateReviewed:"July 26th 2021",datePrePublished:"August 23rd 2021",datePublished:"May 4th 2022",dateFinished:"August 23rd 2021",readingETA:"0",abstract:"Concrete filled steel tubes columns of circular cross section (CFST) have significant constructive, technological, economic advantages. Therefore, CFST are increasingly used in construction practice. Due to the complex nature of CFST load resistance, regulations of the Europe, Australia, Brazil, India, Canada, China, the USA, Japan, and of a number of other countries recommend using empirical formulas for calculating their bearing capacity. Despite the large number of the experiments, serving as a basis for these formulas, they do not always allow to obtain valid results. Besides, these methods, as a rule, do not allow the calculations of compressed CFST elements, which have any differences from a “classical” design, for example, the presence of a high-strength rod and (or) spiral reinforcement, various types of concrete, the effect of preliminary lateral compression of a concrete core, etc. The purpose of this monograph is to propose the method of deformation calculation of the bearing capacity of compressed CFST elements under short-term load action based on the phenomenological approach and the theoretical positions of reinforced concrete mechanics.",reviewType:"peer-reviewed",bibtexUrl:"/chapter/bibtex/78205",risUrl:"/chapter/ris/78205",signatures:"Anatoly Krishan",book:{id:"10668",type:"book",title:"Sustainability of Concrete With Synthetic and Recycled Aggregates",subtitle:null,fullTitle:"Sustainability of Concrete With Synthetic and Recycled Aggregates",slug:"sustainability-of-concrete-with-synthetic-and-recycled-aggregates",publishedDate:"May 4th 2022",bookSignature:"Hosam M. Saleh",coverURL:"https://cdn.intechopen.com/books/images_new/10668.jpg",licenceType:"CC BY 3.0",editedByType:"Edited by",isbn:"978-1-83881-957-6",printIsbn:"978-1-83881-956-9",pdfIsbn:"978-1-83881-958-3",isAvailableForWebshopOrdering:!0,editors:[{id:"144691",title:"Prof.",name:"Hosam",middleName:null,surname:"Saleh",slug:"hosam-saleh",fullName:"Hosam Saleh"}],productType:{id:"1",title:"Edited Volume",chapterContentType:"chapter",authoredCaption:"Edited by"}},authors:[{id:"347547",title:"Prof.",name:"Anatoly",middleName:null,surname:"Krishan",fullName:"Anatoly Krishan",slug:"anatoly-krishan",email:"kris_al@mail.ru",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. Basic design provisions",level:"1"},{id:"sec_2_2",title:"2.1 Initial provisions",level:"2"},{id:"sec_3_2",title:"2.2 Known approaches for determining the strength of a concrete core",level:"2"},{id:"sec_4_2",title:"2.3 State of stress in steel tube",level:"2"},{id:"sec_5_2",title:"2.4 Central compression strength",level:"2"},{id:"sec_6_2",title:"2.5 Strength calculation of elements with spiral reinforcement",level:"2"},{id:"sec_8",title:"3. Deformation calculation of strength",level:"1"},{id:"sec_8_2",title:"3.1 General provisions",level:"2"},{id:"sec_9_2",title:"3.2 The first stage of calculation",level:"2"},{id:"sec_10_2",title:"3.3 The second stage of calculation",level:"2"},{id:"sec_11_2",title:"3.4 Calculation of flexible elements",level:"2"},{id:"sec_13",title:"4. Comparison of calculated bearing capacity with experimental data",level:"1"},{id:"sec_14",title:"5. Discussion",level:"1"},{id:"sec_15",title:"6. Conclusions",level:"1"}],chapterReferences:[{id:"B1",body:'Bergmann R, Matsui C, Meinsma C, Dutta D. Design guide for concrete field hollow section columns under static and seismic loading. Koln: Verlag TUV Rheinland; 1995. 68 p'},{id:"B2",body:'Chen B. New development of long span CFST arch bridges in China. Long span CFST arch bridges. In: Chinese-croatian joint colloquium; Brijuni islands; 2008. p. 357-368'},{id:"B3",body:'Han L-H, Li W, Bjorhovde R. Developments and advanced applications of concrete filled steel tubular (CFST) structures. Journal of Constructional Steel Research. 2014;100:211-228. DOI: 10.1016/j.jcsr.2014.04.016'},{id:"B4",body:'Nishiyama I, Morino S, Sakino K, Nakahara H. Summary of Research on Concrete-Filled Structural Steel Tube Column System Carried Out Under the US, JAPAN Cooperative Research Program on Composite and Hybrid Structures. Building Research Institute Japan; 2002. 176 p'},{id:"B5",body:'Shanmugam N E, Lakshmi B. State of the art report on steel-concrete composite columns. Journal of Constructional Steel Research. 2001; 57(10):1041–1080. DOI: 10.1016/S0143-974X(01)00021-9'},{id:"B6",body:'Bhure N, Tiwari N. Steel Concrete Composite Construction - A Review. IJRASET. 2018; 6:564–566. DOI: 10.22214/ijraset.2018.11089'},{id:"B7",body:'Krishan A L, Astafeva M A, Chernyshova E P. Strength Calculation of ShortConcrete Filled Steel Tube Columns. Int. Journal of Concrete Structures and Materials. 2018; 12:84. DOI:10.1186/s40069-018-0322-z'},{id:"B8",body:'Pattel V I, Hassanein M F, Thai H T, Al Abadi H, Elchalakani M, Yai B. Ultra-high strength circular short CFST columns: Axisymmetric analysis, behaviour and design. Journal Engineering Structures. 2019;179:268-283. DOI:10.1016/j.engstruct.2018.10.081'},{id:"B9",body:'Xu L, Zhou P, Chi Y, Huang L, Ye J, Yu M. Performance of the High-Strength Self-Stressing and Self-Compacting Concrete-Filled Steel Tube Columns Subjected to the Uniaxial Compression. International Journal of Civil Engineering. 2018;16(9):1069-1083. DOI: 10.1007/s40999-017-0257-9'},{id:"B10",body:'Hamidian M R, Jumaat M Z, Alengaram U J, Ramil Sulong N H, Shafig P. Pitch spasing effect on the axial compressive behavior of spirally reinforced concrete-filled steel tube (SRCFT).Thin-Walled Structures. 2016;100: 213–223. DOI:10.1016/j.tws.2015.12.011'},{id:"B11",body:'Krishan A L, Troshkina E A, Astafeva M A. Strength of Short Concrete Filled Steel Tube Columns with Spiral Reinforcement. IOP Conf. Series: Materials Science and Engineering. 2017;262: 1-7. DOI: 10.1088/1757-899X/262/1/012048'},{id:"B12",body:'Xiamuxi A, Hasegawa A. A study on axial compressive behaviours of reinforced concrete filled tubular steel column. Journal of Constructional Steel Research. 2012;76:144–154. DOI: 10.1016/j.jcsr.2012.03.023'},{id:"B13",body:'Hossain K M A, Chu K. Confinement of six different concretes in CFST columns having different shapes and slenderness. International Journal of Advanced Structural Engineering. 2019;11:255-270. DOI: 10.1007/s40091-019-0228-2'},{id:"B14",body:'Krishan A L, Rimshin V I, Troshkina E A. Experimental Research of the Strength of Compressed Concrete Filled Steel Tube Elements. Advances in Intelligent Systems and Computing. VIII International Siberian Transport Forum—TransSiberia. Springer. 2019; 2:560-566. DOI: 10.1007/978-3-030-37919-3'},{id:"B15",body:'Hassanein M F, Patel V I, Elchalakani M, Thai T-H. Finite element analysis of large diameter high strength octagonal CFST short columns. Thin-Walled Structures. 2018;123:467-482. DOI: 10.1016/j.tws.2017.11.007'},{id:"B16",body:'Krishan A L, Rimshin V I, Astafeva M A. Szhatie trubobetonnie elementi. Teoriya I praktika. Moskva: ASV; 2020. 375 р. (rus)'},{id:"B17",body:'Karpenko N I. Obshchie modeli mekhaniki zhelezobetona. Moscow: Stroiizdat; 1996. 416 s. (rus)'},{id:"B18",body:'Saatcioglu M, Razvi S R. Strength and ductility of confined concrete. Journal of Structural Engineering. 1992; 118(6):1590-1607. DOI: 10.1061/(asce)0733-9445(1992)118:6(1590)'},{id:"B19",body:'Mander J B, Priestley M J N, Park R. Theoretical stress-strain model for confined concrete. Journal of Structural Engineering. 1988;114(8):1804-1826. DOI: 10.1061/(asce)0733-9445(1988)114:8(1804)'},{id:"B20",body:'Lai M, Ho J. Confinement effect of ring-confined concrete-filled-steel-tube columns under uni-axial load. Engineering Structures. 2014;67(5):123–141. DOI: 10.1016/j.engstruct.2014.02.013'},{id:"B21",body:'Krishan A L, Rimshin V I, Troshkina E A. Deformability of Volume-Compressed Concrete Core of Concrete Filled Steel Tube Columns. IOP Conf. Series: Materials Science and Engineering. 2020;753: 1-7. DOI: 10.1088/1757-899X/753/022053'},{id:"B22",body:'Ilyushin A A. Plastichnost. Moscow: Gostekhizdat; 1948. 376 s. (rus)'},{id:"B23",body:'Goode C D. Composite Columns – 1819 tests on concrete-filled steel tube columns compared with Eurocode 4. The Structural Engineer. 2008;86(16):33-38'},{id:"B24",body:'Leon R T, Hajjar J F. Limit State Response of Composite Columns and Beam-Columns. Part II. Application of Design Provisions for the 2005 AISC Specification. Engineereng Journal, AISC. 2008;45(1):21-46'},{id:"B25",body:'Krishan A L et al. The Energy Integrity Resistance to the Destruction of the Long-Term Strength Concrete. Procedia Engineering. 2015;117(1):211-217. DOI:10.1016/j.proeng.2015.08.143'}],footnotes:[],contributors:[{corresp:"yes",contributorFullName:"Anatoly Krishan",address:"kris_al@mail.ru",affiliation:'
Department of Building Design and Constructions, Nosov Magnitogorsk State Technical University, Magnitogorsk, Russia
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Our journals are currently in their launching issue. They will be applied to all relevant indexes as soon as they are eligible. These include (but are not limited to): Web of Science, Scopus, PubMed, MEDLINE, Database of Open Access Journals (DOAJ), Google Scholar and Inspec.
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IntechOpen books are indexed by the following abstracting and indexing services:
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BKCI is a part of Web of Science Core Collection (WoSCC) and the world’s leading citation index with multidisciplinary content from the top tier international and regional journals, conference proceedings, and books. The Book Citation Index includes over 104,500 editorially selected books, with 10,000 new books added each year. Containing more than 53.2 million cited references, coverage dates back from 2005 to present. The Book Citation Index is multidisciplinary, covering disciplines across the sciences, social sciences, and arts & humanities.
Produced by the Web Of Science group, BIOSIS Previews research database provides researchers with the most current sources of life sciences information, including journals, conferences, patents, books, review articles, and more. Researchers can also access multidisciplinary coverage via specialized indexing such as MeSH disease terms, CAS registry numbers, Sequence Databank Numbers and Major Concepts.
Produced by the Web Of Science group, Zoological Record is the world’s oldest continuing database of animal biology. It is considered the world’s leading taxonomic reference, and with coverage back to 1864, has long acted as the world’s unofficial register of animal names. The broad scope of coverage ranges from biodiversity and the environment to taxonomy and veterinary sciences.
Provides a simple way to search broadly for scholarly literature. Includes peer-reviewed papers, theses, books, abstracts and articles, from academic publishers, professsional societies, preprint repositories, universities and other scholarly organizations. Google Scholar sorts articles by weighing the full text of each article, the author, the publication in which the article appears, and how often the article has been cited in other scholarly literature, so that the most relevant results are returned on the first page.
Microsoft Academic is a project exploring how to assist human conducting scientific research by leveraging machine’s cognitive power in memory, computation, sensing, attention, and endurance. Re-launched in 2016, the tool features an entirely new data structure and search engine using semantic search technologies. The Academic Knowledge API offers information retrieval from the underlying database using REST endpoints for advanced research purposes.
The national library of the United Kingdom includes 150 million manuscripts, maps, newspapers, magazines, prints and drawings, music scores, and patents. Online catalogues, information and exhibitions can be found on its website. The library operates the world's largest document delivery service, providing millions of items a year to national and international customers.
The digital NSK portal is the central gathering place for the digital collections of the National and University Library (NSK) in Croatia. It was established in 2016 to provide access to the Library’s digital and digitized material collections regardless of storage location. The digital NSK portal enables a unified search of digitized material from the NSK Special Collections - books, visual material, maps and music material. From the end of 2019, all thematic portals are available independently: Digital Books, Digitized Manuscripts, Digitized Visual Materials, Digital Music Materials and Digitized Cartographic Materials (established in 2017). Currently available only in Croatian.
The official DOI (digital object identifier) link registration agency for scholarly and professional publications. Crossref operates a cross-publisher citation linking system that allows a researcher to click on a reference citation on one publisher’s platform and link directly to the cited content on another publisher’s platform, subject to the target publisher’s access control practices. This citation-linking network covers millions of articles and other content items from several hundred scholarly and professional publishers.
Dimensions is a next-generation linked research information system that makes it easier to find and access the most relevant information, analyze the academic and broader outcomes of research, and gather insights to inform future strategy. Dimensions delivers an array of search and discovery, analytical, and research management tools, all in a single platform. Developed in collaboration with over 100 leading research organizations around the world, it brings together over 128 million publications, grants, policy, data and metrics for the first time, enabling users to explore over 4 billion connections between them.
The primary aim of DOAB (Directory of Open Access Books) is to increase discoverability of Open Access books. Metadata will be harvestable in order to maximize dissemination, visibility and impact. Aggregators can integrate the records in their commercial services and libraries can integrate the directory into their online catalogues, helping scholars and students to discover the books.
OAPEN is dedicated to open access, peer-reviewed books. OAPEN operates two platforms, the OAPEN Library (www.oapen.org), a central repository for hosting and disseminating OA books, and the Directory of Open Access Books (DOAB, www.doabooks.org), a discovery service for OA books.
OpenAIRE aims at promoting and implementing the directives of the European Commission (EC) and the European Research Council on the promotion and funding of science and research. OpenAIRE supports the Open Access Mandate and the Open Research Data Pilot developed as part of the Horizon 2020 projects.
An integrated information service combining reference databases, subscription management, online journals, books and linking services. Widely used by libraries, schools, government institutions, medical institutions, corporations and others.
SFX® link resolver gives patrons and librarians a wealth of features that optimize management of and access to resources. It provides patrons with a direct route to electronic full-text records through OpenURL linking, delivers alternative links for further resource discovery, access to journals, and more. Released in 2001 as the first OpenURL resolver, SFX is continuously enhanced to support the newest industry developments and meet the evolving needs of customers. The records include a mix of scholarly material – primarily articles and e-books – but also conference proceedings, newspaper articles, and more.
A non-profit, membership, computer library service and research organization dedicated to the public purposes of furthering access to the world's information and reducing information costs. More than 41,555 libraries in 112 countries and territories around the world use OCLC services to locate, acquire, catalogue, lend and preserve library materials.
The world’s largest collection of open access research papers. CORE's mission is to aggregate all open access research outputs from repositories and journals worldwide and make them available to the public. In this way CORE facilitates free unrestricted access to research for all.
Since 2002, Research4Life has provided researchers at more than 10,500 institutions in over 125 lower and middle-income countries with free or low-cost online access to up 151,000 leading journals and books in the fields of health, agriculture, environment, applied sciences and legal information. There are five programs through which users can access content: Research for Health (Hinari), Research in Agriculture (AGORA), Research in the Environment (OARE), Research for Development and Innovation (ARDI) and Research for Global Justice (GOALI).
Perlego is a digital online library focusing on the delivery of academic, professional and non-fiction eBooks. It is a subscription-based service that offers users unlimited access to these texts for the duration of their subscription, however IntechOpen content integrated on the platform will always be available for free. They have been billed as “the Spotify for Textbooks” by the Evening Standard. Perlego is based in London but is available to users worldwide.
MyScienceWork provides a suite of data-driven solutions for research institutions, scientific publishers and private-sector R&D companies. MyScienceWork's comprehensive database includes more than 90 million scientific publications and 12 million patents.
CNKI (China National Knowledge Infrastructure) is a key national information construction project under the lead of Tsinghua University, and supported by PRC Ministry of Education, PRC Ministry of Science, Propaganda Department of the Communist Party of China and PRC General Administration of Press and Publication. CNKI has built a comprehensive China Integrated Knowledge Resources System, including journals, doctoral dissertations, masters' theses, proceedings, newspapers, yearbooks, statistical yearbooks, ebooks, patents, standards and so on. CNKI keeps integrating new contents and developing new products in 2 aspects: full-text academic resources, software on digitization and knowledge management. Began with academic journals, CNKI has become the largest and mostly-used academic online library in China.
As one of the largest digital content platform in China,independently developed by CNPIEC, CNPeReading positions herself as “One Platform,Vast Content, Global Services”. Through their new cooperation model and service philosophy, CNPeReading provides integrated promotion and marketing solutionsfor upstream publishers, one-stop, triune, recommendation, online reading and management servicesfor downstream institutions & libraries.
ERIC (Education Resources Information Center), sponsored by the Institute of Education Sciences (IES) of the U.S. Department of Education, provides access to education literature to support the use of educational research and information to improve practice in learning, teaching, educational decision-making, and research. The ERIC website is available to the public for searching more than one million citations going back to 1966.
The ACM Digital Library is a research, discovery and networking platform containing: The Full-Text Collection of all ACM publications, including journals, conference proceedings, technical magazines, newsletters and books. A collection of curated and hosted full-text publications from select publishers.
BASE (Bielefeld Academic Search Engine) is one of the world's most voluminous search sengines especially for academic web resources, e.g. journal articles, preprints, digital collections, images / videos or research data. BASE facilitates effective and targeted searches and retrieves high quality, academically relevant results. Other than search engines like Google or Bing BASE searches the deep web as well. The sources which are included in BASE are intellectually selected (by people from the BASE team) and reviewed. That's why data garbage and spam do not occur.
Zentralblatt MATH (zbMATH) is the world’s most comprehensive and longest-running abstracting and reviewing service in pure and applied mathematics. It is edited by the European Mathematical Society (EMS), the Heidelberg Academy of Sciences and Humanities and FIZ Karlsruhe. zbMATH provides easy access to bibliographic data, reviews and abstracts from all areas of pure mathematics as well as applications, in particular to natural sciences, computer science, economics and engineering. It also covers history and philosophy of mathematics and university education. All entries are classified according to the Mathematics Subject Classification Scheme (MSC 2020) and are equipped with keywords in order to characterize their particular content.
IDEAS is the largest bibliographic database dedicated to Economics and available freely on the Internet. Based on RePEc, it indexes over 3,100,000 items of research, including over 2,900,000 that can be downloaded in full text. RePEc (Research Papers in Economics) is a large volunteer effort to enhance the free dissemination of research in Economics which includes bibliographic metadata from over 2,000 participating archives, including all the major publishers and research outlets. IDEAS is just one of several services that use RePEc data.
As the authoritative source for chemical names, structures and CAS Registry Numbers®, the CAS substance collection, CAS REGISTRY®, serves as a universal standard for chemists worldwide. Covering advances in chemistry and related sciences over the last 150 years, the CAS content collection empowers researchers, business leaders, and information professionals around the world with immediate access to the reliable information they need to fuel innovation.
BKCI is a part of Web of Science Core Collection (WoSCC) and the world’s leading citation index with multidisciplinary content from the top tier international and regional journals, conference proceedings, and books. The Book Citation Index includes over 104,500 editorially selected books, with 10,000 new books added each year. Containing more than 53.2 million cited references, coverage dates back from 2005 to present. The Book Citation Index is multidisciplinary, covering disciplines across the sciences, social sciences, and arts & humanities.
Produced by the Web Of Science group, BIOSIS Previews research database provides researchers with the most current sources of life sciences information, including journals, conferences, patents, books, review articles, and more. Researchers can also access multidisciplinary coverage via specialized indexing such as MeSH disease terms, CAS registry numbers, Sequence Databank Numbers and Major Concepts.
Produced by the Web Of Science group, Zoological Record is the world’s oldest continuing database of animal biology. It is considered the world’s leading taxonomic reference, and with coverage back to 1864, has long acted as the world’s unofficial register of animal names. The broad scope of coverage ranges from biodiversity and the environment to taxonomy and veterinary sciences.
Provides a simple way to search broadly for scholarly literature. Includes peer-reviewed papers, theses, books, abstracts and articles, from academic publishers, professsional societies, preprint repositories, universities and other scholarly organizations. Google Scholar sorts articles by weighing the full text of each article, the author, the publication in which the article appears, and how often the article has been cited in other scholarly literature, so that the most relevant results are returned on the first page.
Microsoft Academic is a project exploring how to assist human conducting scientific research by leveraging machine’s cognitive power in memory, computation, sensing, attention, and endurance. Re-launched in 2016, the tool features an entirely new data structure and search engine using semantic search technologies. The Academic Knowledge API offers information retrieval from the underlying database using REST endpoints for advanced research purposes.
The national library of the United Kingdom includes 150 million manuscripts, maps, newspapers, magazines, prints and drawings, music scores, and patents. Online catalogues, information and exhibitions can be found on its website. The library operates the world's largest document delivery service, providing millions of items a year to national and international customers.
The digital NSK portal is the central gathering place for the digital collections of the National and University Library (NSK) in Croatia. It was established in 2016 to provide access to the Library’s digital and digitized material collections regardless of storage location. The digital NSK portal enables a unified search of digitized material from the NSK Special Collections - books, visual material, maps and music material. From the end of 2019, all thematic portals are available independently: Digital Books, Digitized Manuscripts, Digitized Visual Materials, Digital Music Materials and Digitized Cartographic Materials (established in 2017). Currently available only in Croatian.
The official DOI (digital object identifier) link registration agency for scholarly and professional publications. Crossref operates a cross-publisher citation linking system that allows a researcher to click on a reference citation on one publisher’s platform and link directly to the cited content on another publisher’s platform, subject to the target publisher’s access control practices. This citation-linking network covers millions of articles and other content items from several hundred scholarly and professional publishers.
Dimensions is a next-generation linked research information system that makes it easier to find and access the most relevant information, analyze the academic and broader outcomes of research, and gather insights to inform future strategy. Dimensions delivers an array of search and discovery, analytical, and research management tools, all in a single platform. Developed in collaboration with over 100 leading research organizations around the world, it brings together over 128 million publications, grants, policy, data and metrics for the first time, enabling users to explore over 4 billion connections between them.
The primary aim of DOAB (Directory of Open Access Books) is to increase discoverability of Open Access books. Metadata will be harvestable in order to maximize dissemination, visibility and impact. Aggregators can integrate the records in their commercial services and libraries can integrate the directory into their online catalogues, helping scholars and students to discover the books.
OAPEN is dedicated to open access, peer-reviewed books. OAPEN operates two platforms, the OAPEN Library (www.oapen.org), a central repository for hosting and disseminating OA books, and the Directory of Open Access Books (DOAB, www.doabooks.org), a discovery service for OA books.
OpenAIRE aims at promoting and implementing the directives of the European Commission (EC) and the European Research Council on the promotion and funding of science and research. OpenAIRE supports the Open Access Mandate and the Open Research Data Pilot developed as part of the Horizon 2020 projects.
An integrated information service combining reference databases, subscription management, online journals, books and linking services. Widely used by libraries, schools, government institutions, medical institutions, corporations and others.
SFX® link resolver gives patrons and librarians a wealth of features that optimize management of and access to resources. It provides patrons with a direct route to electronic full-text records through OpenURL linking, delivers alternative links for further resource discovery, access to journals, and more. Released in 2001 as the first OpenURL resolver, SFX is continuously enhanced to support the newest industry developments and meet the evolving needs of customers. The records include a mix of scholarly material – primarily articles and e-books – but also conference proceedings, newspaper articles, and more.
A non-profit, membership, computer library service and research organization dedicated to the public purposes of furthering access to the world's information and reducing information costs. More than 41,555 libraries in 112 countries and territories around the world use OCLC services to locate, acquire, catalogue, lend and preserve library materials.
The world’s largest collection of open access research papers. CORE's mission is to aggregate all open access research outputs from repositories and journals worldwide and make them available to the public. In this way CORE facilitates free unrestricted access to research for all.
Since 2002, Research4Life has provided researchers at more than 10,500 institutions in over 125 lower and middle-income countries with free or low-cost online access to up 151,000 leading journals and books in the fields of health, agriculture, environment, applied sciences and legal information. There are five programs through which users can access content: Research for Health (Hinari), Research in Agriculture (AGORA), Research in the Environment (OARE), Research for Development and Innovation (ARDI) and Research for Global Justice (GOALI).
Perlego is a digital online library focusing on the delivery of academic, professional and non-fiction eBooks. It is a subscription-based service that offers users unlimited access to these texts for the duration of their subscription, however IntechOpen content integrated on the platform will always be available for free. They have been billed as “the Spotify for Textbooks” by the Evening Standard. Perlego is based in London but is available to users worldwide.
MyScienceWork provides a suite of data-driven solutions for research institutions, scientific publishers and private-sector R&D companies. MyScienceWork's comprehensive database includes more than 90 million scientific publications and 12 million patents.
CNKI (China National Knowledge Infrastructure) is a key national information construction project under the lead of Tsinghua University, and supported by PRC Ministry of Education, PRC Ministry of Science, Propaganda Department of the Communist Party of China and PRC General Administration of Press and Publication. CNKI has built a comprehensive China Integrated Knowledge Resources System, including journals, doctoral dissertations, masters' theses, proceedings, newspapers, yearbooks, statistical yearbooks, ebooks, patents, standards and so on. CNKI keeps integrating new contents and developing new products in 2 aspects: full-text academic resources, software on digitization and knowledge management. Began with academic journals, CNKI has become the largest and mostly-used academic online library in China.
As one of the largest digital content platform in China,independently developed by CNPIEC, CNPeReading positions herself as “One Platform,Vast Content, Global Services”. Through their new cooperation model and service philosophy, CNPeReading provides integrated promotion and marketing solutionsfor upstream publishers, one-stop, triune, recommendation, online reading and management servicesfor downstream institutions & libraries.
ERIC (Education Resources Information Center), sponsored by the Institute of Education Sciences (IES) of the U.S. Department of Education, provides access to education literature to support the use of educational research and information to improve practice in learning, teaching, educational decision-making, and research. The ERIC website is available to the public for searching more than one million citations going back to 1966.
The ACM Digital Library is a research, discovery and networking platform containing: The Full-Text Collection of all ACM publications, including journals, conference proceedings, technical magazines, newsletters and books. A collection of curated and hosted full-text publications from select publishers.
BASE (Bielefeld Academic Search Engine) is one of the world's most voluminous search sengines especially for academic web resources, e.g. journal articles, preprints, digital collections, images / videos or research data. BASE facilitates effective and targeted searches and retrieves high quality, academically relevant results. Other than search engines like Google or Bing BASE searches the deep web as well. The sources which are included in BASE are intellectually selected (by people from the BASE team) and reviewed. That's why data garbage and spam do not occur.
Zentralblatt MATH (zbMATH) is the world’s most comprehensive and longest-running abstracting and reviewing service in pure and applied mathematics. It is edited by the European Mathematical Society (EMS), the Heidelberg Academy of Sciences and Humanities and FIZ Karlsruhe. zbMATH provides easy access to bibliographic data, reviews and abstracts from all areas of pure mathematics as well as applications, in particular to natural sciences, computer science, economics and engineering. It also covers history and philosophy of mathematics and university education. All entries are classified according to the Mathematics Subject Classification Scheme (MSC 2020) and are equipped with keywords in order to characterize their particular content.
IDEAS is the largest bibliographic database dedicated to Economics and available freely on the Internet. Based on RePEc, it indexes over 3,100,000 items of research, including over 2,900,000 that can be downloaded in full text. RePEc (Research Papers in Economics) is a large volunteer effort to enhance the free dissemination of research in Economics which includes bibliographic metadata from over 2,000 participating archives, including all the major publishers and research outlets. IDEAS is just one of several services that use RePEc data.
As the authoritative source for chemical names, structures and CAS Registry Numbers®, the CAS substance collection, CAS REGISTRY®, serves as a universal standard for chemists worldwide. Covering advances in chemistry and related sciences over the last 150 years, the CAS content collection empowers researchers, business leaders, and information professionals around the world with immediate access to the reliable information they need to fuel innovation.
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Public health nurses are to perform health promotion and disease prevention work on an individual and population level. By identifying how features of different discourses are constructed and maintained, combining linguistics tools and social science perspectives, the purpose was to provide an understanding of the health promotion and disease prevention discourse in the public health nursing curriculum to reveal governmental strategies for public health nursing education in a time of transition. Fairclough’s three‐dimensional model of critical discourse analysis that consists of the analytical dimensions social events, social practices, and social structures was carried out. There is a linguistic‐discursive dialectic between the dimensions. The analysis revealed four discourses in the curriculum text: a contradictory health promotion and disease prevention discourse; a paternalistic meta‐discourse; a hegemonic individual discourse; and a hegemonic discourse for interdisciplinary collaboration. The results indicate a hegemonic disease prevention discourse, while the health promotion discourse being more disguised. The analysis revealed how language functions ideologically, and in line with the sociolinguistics, how the role of the language in the curriculum text can have consequences for the social work of public health nurses.",book:{id:"5726",slug:"sociolinguistics-interdisciplinary-perspectives",title:"Sociolinguistics",fullTitle:"Sociolinguistics - Interdisciplinary Perspectives"},signatures:"Berit Misund Dahl",authors:[{id:"195508",title:"Dr.",name:"Berit Misund",middleName:null,surname:"Dahl",slug:"berit-misund-dahl",fullName:"Berit Misund Dahl"}]},{id:"55107",doi:"10.5772/intechopen.68636",title:"Time-Series Analysis of Video Comments on Social Media",slug:"time-series-analysis-of-video-comments-on-social-media",totalDownloads:1370,totalCrossrefCites:2,totalDimensionsCites:2,abstract:"In this study, we propose a method to detect unfair rating cheat caused by multiple comment postings focusing on time-series analysis of the number of comments. We defined the videos that obtained a lot of comments by unfair cheat as ‘unfair video’ and defined the videos which obtained without unfair cheat as ‘popular video’. Specifically, our proposed method focused on the difference of chronological distributions of the comments between the popular videos and the unfair videos. As the evaluation result, our proposed method could obtain higher accuracy than that of the baseline method.",book:{id:"5726",slug:"sociolinguistics-interdisciplinary-perspectives",title:"Sociolinguistics",fullTitle:"Sociolinguistics - Interdisciplinary Perspectives"},signatures:"Kazuyuki Matsumoto, Hayato Shimizu, Minoru Yoshida and Kenji\nKita",authors:[{id:"195756",title:"Dr.",name:"Kazuyuki",middleName:null,surname:"Matsumoto",slug:"kazuyuki-matsumoto",fullName:"Kazuyuki Matsumoto"}]},{id:"56149",doi:"10.5772/intechopen.69879",title:"Experimental Approaches to Socio‐Linguistics: Usage and Interpretation of Non‐Verbal and Verbal Expressions in Cross‐ Cultural Communication",slug:"experimental-approaches-to-socio-linguistics-usage-and-interpretation-of-non-verbal-and-verbal-expre",totalDownloads:1299,totalCrossrefCites:2,totalDimensionsCites:2,abstract:"Social context shapes our behavior in interpersonal communication. In this chapter, I will address how experimental psychology contributes to the study of socio-linguistic processes, focusing on nonverbal and verbal processing in a cross-cultural or cross-linguistic communicative setting. A systematic review of the most up-to-date empirical studies will show: 1) the culturally-universal and culturally-specific encoding of emotion in speech. The acoustic cues that are commonly involved in discriminating basic emotions in vocal expressions across languages and the cross-linguistic variations in such encoding will be demonstrated; 2) the modulation of in-group and out-group status (e.g. inferred from speaker’s dialect, familiarity towards a language) on the encoding and decoding of speaker’s meaning; 3) the impact of cultural orientation and cultural learning on the interpretation of social and affective meaning, focusing on how immigration process shapes one’s language use and comprehension. I will highlight the significance of combining the research paradigms from experimental psychology with cognitive (neuro)science methodologies such as electrophysiological recording and functional magnetic resonance imaging, to address the relevant questions in cross-cultural communicative settings. The chapter is concluded by a future direction to study the socio-cultural bases of language and linguistic underpinnings of cultural behaviour.",book:{id:"5726",slug:"sociolinguistics-interdisciplinary-perspectives",title:"Sociolinguistics",fullTitle:"Sociolinguistics - Interdisciplinary Perspectives"},signatures:"Xiaoming Jiang",authors:[{id:"189844",title:"Prof.",name:"Xiaoming",middleName:null,surname:"Jiang",slug:"xiaoming-jiang",fullName:"Xiaoming Jiang"}]},{id:"65233",doi:"10.5772/intechopen.82823",title:"Introductory Chapter: Discourse and Discourse Analysis. A Retrospective Approach",slug:"introductory-chapter-discourse-and-discourse-analysis-a-retrospective-approach",totalDownloads:2366,totalCrossrefCites:1,totalDimensionsCites:2,abstract:null,book:{id:"8632",slug:"advances-in-discourse-analysis",title:"Advances in Discourse Analysis",fullTitle:"Advances in Discourse Analysis"},signatures:"Lavinia Suciu",authors:[{id:"202159",title:"Ph.D.",name:"Lavinia",middleName:null,surname:"Suciu",slug:"lavinia-suciu",fullName:"Lavinia Suciu"}]},{id:"54482",doi:"10.5772/67729",title:"Semiotic Analysis of Computer Visualization",slug:"semiotic-analysis-of-computer-visualization",totalDownloads:1241,totalCrossrefCites:2,totalDimensionsCites:2,abstract:"The purpose of this chapter is to discuss the semiotic approach to form theory of computer visualization. Such theory should be the foundation of design, development, and evaluations of visualization systems. The “direct” semiotic analysis of visualization is defined and the scheme of the analysis is considered. This analysis reveals “who is who” in the process of the visualization semiosis and helps in design and development of the real visualization systems. The analysis allows to describe the problems arising at developments of specialized systems in terms of the semiotics and showing how this analysis can serve as a tool for the visualization systems design. It is important to analyze the sign nature of the human‐computer interface and the visualization. Such conceptions as computer metaphor, metaphor action, and metaphor formula are defined. The properties of metaphors are analyzed with a view to possible usage of metaphors for specific applications. The properties are considered by the example of the hierarchical sequence of the natural Room‐Building‐City (Landscape) metaphors. Also the properties of the molecule metaphor are considered in the context of software visualization systems. In conclusion, some approaches to the theory of computer visualization are outlined.",book:{id:"5702",slug:"interdisciplinary-approaches-to-semiotics",title:"Interdisciplinary Approaches to Semiotics",fullTitle:"Interdisciplinary Approaches to Semiotics"},signatures:"Vladimir L. Averbukh",authors:[{id:"135209",title:"Prof.",name:"Vladimir",middleName:null,surname:"Averbukh",slug:"vladimir-averbukh",fullName:"Vladimir Averbukh"}]}],mostDownloadedChaptersLast30Days:[{id:"54872",title:"The Characteristics of Language Policy and Planning Research: An Overview",slug:"the-characteristics-of-language-policy-and-planning-research-an-overview",totalDownloads:3528,totalCrossrefCites:0,totalDimensionsCites:0,abstract:"This chapter has been compiled to provide an overview of the language policing and planning (LPP) field, particularly for new researchers who would like to pursue their MA or PhD. It aims to explore the following: the genesis of LPP from the 1950s to date, type of research questions pertinent to the field, methodology that can be applied, substantial literature review and case studies that have been carried out in LPP, ethnography of language policy and planning, the historical analysis approach and authorities in the field of LPP such as Hornberger, Johnson and Ricento.",book:{id:"5726",slug:"sociolinguistics-interdisciplinary-perspectives",title:"Sociolinguistics",fullTitle:"Sociolinguistics - Interdisciplinary Perspectives"},signatures:"Prashneel Ravisan Goundar",authors:[{id:"195526",title:"Mr.",name:"Prashneel",middleName:"Ravisan",surname:"Goundar",slug:"prashneel-goundar",fullName:"Prashneel Goundar"}]},{id:"59744",title:"Advantages of Bilingualism and Multilingualism: Multidimensional Research Findings",slug:"advantages-of-bilingualism-and-multilingualism-multidimensional-research-findings",totalDownloads:3535,totalCrossrefCites:1,totalDimensionsCites:2,abstract:"Bilingualism and multilingualism are often perceived and considered as a problem or a major challenge to individual and/or societal development. In most instances, the only advantage recognized for the bilingual individual is the ability to use two or more languages. Beyond that, monolingualism seems more attractive, and monolinguals especially those speaking a language of wider communication seem quite content with their lot, often adopting a condescending attitude toward minority native speakers of a mother tongue who in addition have to acquire their language. Adepts of the ideology of monolingual habitus (one nation, one language) have tended to consider multilingualism and linguistic diversity as a curse and an obstacle to nation building. This chapter argues against the above ideology through a compendium of empirical evidence of advantages of individual bilingualism, societal multilingualism, and linguistic diversity of nations that emerge from research findings in the last several decades.",book:{id:"6201",slug:"multilingualism-and-bilingualism",title:"Multilingualism and Bilingualism",fullTitle:"Multilingualism and Bilingualism"},signatures:"Evelyn Fogwe Chibaka",authors:[{id:"220564",title:"Dr.",name:"Fogwe Evelyn",middleName:null,surname:"Chibaka",slug:"fogwe-evelyn-chibaka",fullName:"Fogwe Evelyn Chibaka"}]},{id:"54552",title:"Language Evolution, Acquisition, Adaptation and Change",slug:"language-evolution-acquisition-adaptation-and-change",totalDownloads:1951,totalCrossrefCites:1,totalDimensionsCites:1,abstract:"In the twenty‐first century, there are between 6000 and 8000 different languages spoken in the world, all of which are in a continuous state of evolving, by inter‐mixing or stagnating, growing or contracting. This occurs through changes in the population size of the people who use them, the frequency and form of their use in different media, through migration and through inter‐mixing with other languages. As Stadler et al. argue, human languages are a ‘culturally evolving trait’ and when it occurs language change is both sporadic and robust (faithfully replicated) and the main established variants are replaced by new variants. Only about 200 of these disparate languages are in written as well as spoken form, and most, except the popular ones like Mandarin, Spanish, English, Hindi, Arabic, Portuguese, Bengali, and Russian, are in decline of use. But how did language itself evolve and come to be the most important innate tool possessed by people? The complex issue of language evolution continues to perplex because of its associations with culture, social behaviour and the development of the human mind.",book:{id:"5726",slug:"sociolinguistics-interdisciplinary-perspectives",title:"Sociolinguistics",fullTitle:"Sociolinguistics - Interdisciplinary Perspectives"},signatures:"Luke Strongman",authors:[{id:"189739",title:"Dr.",name:"Luke",middleName:null,surname:"Strongman",slug:"luke-strongman",fullName:"Luke Strongman"}]},{id:"57928",title:"Aspects and Dimensions of Bilingualism and Multilingualism in Europe",slug:"aspects-and-dimensions-of-bilingualism-and-multilingualism-in-europe",totalDownloads:1192,totalCrossrefCites:0,totalDimensionsCites:0,abstract:"This chapter aims to explore certain aspects and dimensions of bilingualism and multilingualism, with a focus on Europe. The issues analyzed are the following: languages coming into contact due to conquest or colonization, bilingualism and multilingualism as a reflection of political trends and contemporary lifestyles, official languages, and heritage languages. The field of language education is also treated, when it comes to the benefits of being bilingual and multilingual, which are also analyzed from the perspective of evolutionary psychology, with the claim that knowledge of several languages ensures survival and better living conditions. The conclusions are that bilingualism and multilingualism are a necessity and an inevitable phenomenon in today’s Europe, especially due to migration and due to the need of adapting to and accepting other cultures. What is more, there is a universality of bilingualism and multilingualism throughout history.",book:{id:"6201",slug:"multilingualism-and-bilingualism",title:"Multilingualism and Bilingualism",fullTitle:"Multilingualism and Bilingualism"},signatures:"Irina-Ana Drobot",authors:[{id:"209184",title:"Ph.D.",name:"Irina-Ana",middleName:null,surname:"Drobot",slug:"irina-ana-drobot",fullName:"Irina-Ana Drobot"}]},{id:"54479",title:"Grounding Functional Requirements Classification in Organizational Semiotics",slug:"grounding-functional-requirements-classification-in-organizational-semiotics",totalDownloads:1492,totalCrossrefCites:0,totalDimensionsCites:0,abstract:"An information system has its requirements rooted in organizational policies and behaviour, the complexity of which is governed by the hierarchy and the dependencies of the activities within the organization. This complexity makes requirements analysis for an envisioned information system an intricately challenging task. The absence of well‐defined body of knowledge clearly specifying which requirements must be looked for further deepens the challenge of requirements analysis. Though requirements are broadly classified as functional and non‐functional, a special concern is required for functional requirements as the information system is expected to meet the behaviour of the organization. We explore the role of organizational semiotics in extracting and analysing functional requirements for an envisioned information system. 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The whole process of submitting an article and editing of the submitted article goes extremely smooth and fast, the number of reads and downloads of chapters is high, and the contributions are also frequently cited.",author:{id:"55578",name:"Antonio",surname:"Jurado-Navas",institutionString:null,profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0030O00002bRisIQAS/Profile_Picture_1626166543950",slug:"antonio-jurado-navas",institution:{id:"720",name:"University of Malaga",country:{id:null,name:"Spain"}}}},{id:"6",text:"It is great to work with the IntechOpen to produce a worthwhile collection of research that also becomes a great educational resource and guide for future research endeavors.",author:{id:"259298",name:"Edward",surname:"Narayan",institutionString:null,profilePictureURL:"https://mts.intechopen.com/storage/users/259298/images/system/259298.jpeg",slug:"edward-narayan",institution:{id:"3",name:"University of Queensland",country:{id:null,name:"Australia"}}}}]},series:{item:{id:"24",title:"Sustainable Development",doi:"10.5772/intechopen.100361",issn:null,scope:"
\r\n\tTransforming our World: the 2030 Agenda for Sustainable Development endorsed by United Nations and 193 Member States, came into effect on Jan 1, 2016, to guide decision making and actions to the year 2030 and beyond. Central to this Agenda are 17 Goals, 169 associated targets and over 230 indicators that are reviewed annually. The vision envisaged in the implementation of the SDGs is centered on the five Ps: People, Planet, Prosperity, Peace and Partnership. This call for renewed focused efforts ensure we have a safe and healthy planet for current and future generations.
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\r\n\t
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\r\n\tThis Series focuses on covering research and applied research involving the five Ps through the following topics:
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\r\n\t
\r\n
\r\n\t1. Sustainable Economy and Fair Society that relates to SDG 1 on No Poverty, SDG 2 on Zero Hunger, SDG 8 on Decent Work and Economic Growth, SDG 10 on Reduced Inequalities, SDG 12 on Responsible Consumption and Production, and SDG 17 Partnership for the Goals
\r\n
\r\n\t
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\r\n\t2. Health and Wellbeing focusing on SDG 3 on Good Health and Wellbeing and SDG 6 on Clean Water and Sanitation
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\r\n\t
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\r\n\t3. Inclusivity and Social Equality involving SDG 4 on Quality Education, SDG 5 on Gender Equality, and SDG 16 on Peace, Justice and Strong Institutions
\r\n
\r\n\t
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\r\n\t4. Climate Change and Environmental Sustainability comprising SDG 13 on Climate Action, SDG 14 on Life Below Water, and SDG 15 on Life on Land
\r\n
\r\n\t
\r\n
\r\n\t5. Urban Planning and Environmental Management embracing SDG 7 on Affordable Clean Energy, SDG 9 on Industry, Innovation and Infrastructure, and SDG 11 on Sustainable Cities and Communities.
\r\n
\r\n\t
\r\n
\r\n\tThe series also seeks to support the use of cross cutting SDGs, as many of the goals listed above, targets and indicators are all interconnected to impact our lives and the decisions we make on a daily basis, making them impossible to tie to a single topic.
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Radiotherapy and Nuclear Medicine Technology has always been my aspiration and my life. As years passed I accumulated a tremendous amount of skills and knowledge in Radiotherapy and Nuclear Medicine, Conventional Radiology, Radiation Protection, Bioinformatics Technology, PACS, Image processing, clinically and lecturing that will enable me to provide a valuable service to the community as a Researcher and Consultant in this field. My method of translating this into day to day in clinical practice is non-exhaustible and my habit of exchanging knowledge and expertise with others in those fields is the code and secret of success.",institutionString:null,institution:{name:"Majmaah University",country:{name:"Saudi Arabia"}}},{id:"313277",title:"Dr.",name:"Bartłomiej",middleName:null,surname:"Płaczek",slug:"bartlomiej-placzek",fullName:"Bartłomiej Płaczek",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/313277/images/system/313277.jpg",biography:"Bartłomiej Płaczek, MSc (2002), Ph.D. (2005), Habilitation (2016), is a professor at the University of Silesia, Institute of Computer Science, Poland, and an expert from the National Centre for Research and Development. His research interests include sensor networks, smart sensors, intelligent systems, and image processing with applications in healthcare and medicine. He is the author or co-author of more than seventy papers in peer-reviewed journals and conferences as well as the co-author of several books. He serves as a reviewer for many scientific journals, international conferences, and research foundations. Since 2010, Dr. Placzek has been a reviewer of grants and projects (including EU projects) in the field of information technologies.",institutionString:"University of Silesia",institution:{name:"University of Silesia",country:{name:"Poland"}}},{id:"35000",title:"Prof.",name:"Ulrich H.P",middleName:"H.P.",surname:"Fischer",slug:"ulrich-h.p-fischer",fullName:"Ulrich H.P Fischer",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/35000/images/3052_n.jpg",biography:"Academic and Professional Background\nUlrich H. P. has Diploma and PhD degrees in Physics from the Free University Berlin, Germany. He has been working on research positions in the Heinrich-Hertz-Institute in Germany. Several international research projects has been performed with European partners from France, Netherlands, Norway and the UK. He is currently Professor of Communications Systems at the Harz University of Applied Sciences, Germany.\n\nPublications and Publishing\nHe has edited one book, a special interest book about ‘Optoelectronic Packaging’ (VDE, Berlin, Germany), and has published over 100 papers and is owner of several international patents for WDM over POF key elements.\n\nKey Research and Consulting Interests\nUlrich’s research activity has always been related to Spectroscopy and Optical Communications Technology. Specific current interests include the validation of complex instruments, and the application of VR technology to the development and testing of measurement systems. He has been reviewer for several publications of the Optical Society of America\\'s including Photonics Technology Letters and Applied Optics.\n\nPersonal Interests\nThese include motor cycling in a very relaxed manner and performing martial arts.",institutionString:null,institution:{name:"Charité",country:{name:"Germany"}}},{id:"341622",title:"Ph.D.",name:"Eduardo",middleName:null,surname:"Rojas Alvarez",slug:"eduardo-rojas-alvarez",fullName:"Eduardo Rojas Alvarez",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/341622/images/15892_n.jpg",biography:null,institutionString:null,institution:{name:"University of Cuenca",country:{name:"Ecuador"}}},{id:"215610",title:"Prof.",name:"Muhammad",middleName:null,surname:"Sarfraz",slug:"muhammad-sarfraz",fullName:"Muhammad Sarfraz",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/215610/images/system/215610.jpeg",biography:"Muhammad Sarfraz is a professor in the Department of Information Science, Kuwait University, Kuwait. His research interests include optimization, computer graphics, computer vision, image processing, machine learning, pattern recognition, soft computing, data science, and intelligent systems. Prof. Sarfraz has been a keynote/invited speaker at various platforms around the globe. He has advised/supervised more than 110 students for their MSc and Ph.D. theses. He has published more than 400 publications as books, journal articles, and conference papers. He has authored and/or edited around seventy books. Prof. Sarfraz is a member of various professional societies. He is a chair and member of international advisory committees and organizing committees of numerous international conferences. He is also an editor and editor in chief for various international journals.",institutionString:"Kuwait University",institution:{name:"Kuwait University",country:{name:"Kuwait"}}},{id:"32650",title:"Prof.",name:"Lukas",middleName:"Willem",surname:"Snyman",slug:"lukas-snyman",fullName:"Lukas Snyman",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/32650/images/4136_n.jpg",biography:"Lukas Willem Snyman received his basic education at primary and high schools in South Africa, Eastern Cape. He enrolled at today's Nelson Metropolitan University and graduated from this university with a BSc in Physics and Mathematics, B.Sc Honors in Physics, MSc in Semiconductor Physics, and a Ph.D. in Semiconductor Physics in 1987. After his studies, he chose an academic career and devoted his energy to the teaching of physics to first, second, and third-year students. After positions as a lecturer at the University of Port Elizabeth, he accepted a position as Associate Professor at the University of Pretoria, South Africa.\r\n\r\nIn 1992, he motivates the concept of 'television and computer-based education” as means to reach large student numbers with only the best of teaching expertise and publishes an article on the concept in the SA Journal of Higher Education of 1993 (and later in 2003). The University of Pretoria subsequently approved a series of test projects on the concept with outreach to Mamelodi and Eerste Rust in 1993. In 1994, the University established a 'Unit for Telematic Education ' as a support section for multiple faculties at the University of Pretoria. In subsequent years, the concept of 'telematic education” subsequently becomes well established in academic circles in South Africa, grew in popularity, and is adopted by many universities and colleges throughout South Africa as a medium of enhancing education and training, as a method to reaching out to far out communities, and as a means to enhance study from the home environment.\r\n\r\nProfessor Snyman in subsequent years pursued research in semiconductor physics, semiconductor devices, microelectronics, and optoelectronics.\r\n\r\nIn 2000 he joined the TUT as a full professor. Here served for a period as head of the Department of Electronic Engineering. Here he makes contributions to solar energy development, microwave and optoelectronic device development, silicon photonics, as well as contributions to new mobile telecommunication systems and network planning in SA.\r\n\r\nCurrently, he teaches electronics and telecommunications at the TUT to audiences ranging from first-year students to Ph.D. level.\r\n\r\nFor his research in the field of 'Silicon Photonics” since 1990, he has published (as author and co-author) about thirty internationally reviewed articles in scientific journals, contributed to more than forty international conferences, about 25 South African provisional patents (as inventor and co-inventor), 8 PCT international patent applications until now. Of these, two USA patents applications, two European Patents, two Korean patents, and ten SA patents have been granted. A further 4 USA patents, 5 European patents, 3 Korean patents, 3 Chinese patents, and 3 Japanese patents are currently under consideration.\r\n\r\nRecently he has also published an extensive scholarly chapter in an internet open access book on 'Integrating Microphotonic Systems and MOEMS into standard Silicon CMOS Integrated circuitry”.\r\n\r\nFurthermore, Professor Snyman recently steered a new initiative at the TUT by introducing a 'Laboratory for Innovative Electronic Systems ' at the Department of Electrical Engineering. The model of this laboratory or center is to primarily combine outputs as achieved by high-level research with lower-level system development and entrepreneurship in a technical university environment. Students are allocated to projects at different levels with PhDs and Master students allocated to the generation of new knowledge and new technologies, while students at the diploma and Baccalaureus level are allocated to electronic systems development with a direct and a near application for application in industry or the commercial and public sectors in South Africa.\r\n\r\nProfessor Snyman received the WIRSAM Award of 1983 and the WIRSAM Award in 1985 in South Africa for best research papers by a young scientist at two international conferences on electron microscopy in South Africa. He subsequently received the SA Microelectronics Award for the best dissertation emanating from studies executed at a South African university in the field of Physics and Microelectronics in South Africa in 1987. In October of 2011, Professor Snyman received the prestigious Institutional Award for 'Innovator of the Year” for 2010 at the Tshwane University of Technology, South Africa. This award was based on the number of patents recognized and granted by local and international institutions as well as for his contributions concerning innovation at the TUT.",institutionString:null,institution:{name:"University of South Africa",country:{name:"South Africa"}}},{id:"317279",title:"Mr.",name:"Ali",middleName:"Usama",surname:"Syed",slug:"ali-syed",fullName:"Ali Syed",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/317279/images/16024_n.png",biography:"A creative, talented, and innovative young professional who is dedicated, well organized, and capable research fellow with two years of experience in graduate-level research, published in engineering journals and book, with related expertise in Bio-robotics, equally passionate about the aesthetics of the mechanical and electronic system, obtained expertise in the use of MS Office, MATLAB, SolidWorks, LabVIEW, Proteus, Fusion 360, having a grasp on python, C++ and assembly language, possess proven ability in acquiring research grants, previous appointments with social and educational societies with experience in administration, current affiliations with IEEE and Web of Science, a confident presenter at conferences and teacher in classrooms, able to explain complex information to audiences of all levels.",institutionString:null,institution:{name:"Air University",country:{name:"Pakistan"}}},{id:"75526",title:"Ph.D.",name:"Zihni Onur",middleName:null,surname:"Uygun",slug:"zihni-onur-uygun",fullName:"Zihni Onur Uygun",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/75526/images/12_n.jpg",biography:"My undergraduate education and my Master of Science educations at Ege University and at Çanakkale Onsekiz Mart University have given me a firm foundation in Biochemistry, Analytical Chemistry, Biosensors, Bioelectronics, Physical Chemistry and Medicine. After obtaining my degree as a MSc in analytical chemistry, I started working as a research assistant in Ege University Medical Faculty in 2014. In parallel, I enrolled to the MSc program at the Department of Medical Biochemistry at Ege University to gain deeper knowledge on medical and biochemical sciences as well as clinical chemistry in 2014. In my PhD I deeply researched on biosensors and bioelectronics and finished in 2020. Now I have eleven SCI-Expanded Index published papers, 6 international book chapters, referee assignments for different SCIE journals, one international patent pending, several international awards, projects and bursaries. In parallel to my research assistant position at Ege University Medical Faculty, Department of Medical Biochemistry, in April 2016, I also founded a Start-Up Company (Denosens Biotechnology LTD) by the support of The Scientific and Technological Research Council of Turkey. Currently, I am also working as a CEO in Denosens Biotechnology. The main purposes of the company, which carries out R&D as a research center, are to develop new generation biosensors and sensors for both point-of-care diagnostics; such as glucose, lactate, cholesterol and cancer biomarker detections. My specific experimental and instrumental skills are Biochemistry, Biosensor, Analytical Chemistry, Electrochemistry, Mobile phone based point-of-care diagnostic device, POCTs and Patient interface designs, HPLC, Tandem Mass Spectrometry, Spectrophotometry, ELISA.",institutionString:null,institution:{name:"Ege University",country:{name:"Turkey"}}},{id:"246502",title:"Dr.",name:"Jaya T.",middleName:"T",surname:"Varkey",slug:"jaya-t.-varkey",fullName:"Jaya T. Varkey",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/246502/images/11160_n.jpg",biography:"Jaya T. Varkey, PhD, graduated with a degree in Chemistry from Cochin University of Science and Technology, Kerala, India. She obtained a PhD in Chemistry from the School of Chemical Sciences, Mahatma Gandhi University, Kerala, India, and completed a post-doctoral fellowship at the University of Minnesota, USA. She is a research guide at Mahatma Gandhi University and Associate Professor in Chemistry, St. Teresa’s College, Kochi, Kerala, India.\nDr. Varkey received a National Young Scientist award from the Indian Science Congress (1995), a UGC Research award (2016–2018), an Indian National Science Academy (INSA) Visiting Scientist award (2018–2019), and a Best Innovative Faculty award from the All India Association for Christian Higher Education (AIACHE) (2019). She Hashas received the Sr. Mary Cecil prize for best research paper three times. She was also awarded a start-up to develop a tea bag water filter. \nDr. Varkey has published two international books and twenty-seven international journal publications. She is an editorial board member for five international journals.",institutionString:"St. Teresa’s College",institution:null},{id:"250668",title:"Dr.",name:"Ali",middleName:null,surname:"Nabipour Chakoli",slug:"ali-nabipour-chakoli",fullName:"Ali Nabipour Chakoli",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/250668/images/system/250668.jpg",biography:"Academic Qualification:\r\n•\tPhD in Materials Physics and Chemistry, From: Sep. 2006, to: Sep. 2010, School of Materials Science and Engineering, Harbin Institute of Technology, Thesis: Structure and Shape Memory Effect of Functionalized MWCNTs/poly (L-lactide-co-ε-caprolactone) Nanocomposites. Supervisor: Prof. Wei Cai,\r\n•\tM.Sc in Applied Physics, From: 1996, to: 1998, Faculty of Physics & Nuclear Science, Amirkabir Uni. of Technology, Tehran, Iran, Thesis: Determination of Boron in Micro alloy Steels with solid state nuclear track detectors by neutron induced auto radiography, Supervisors: Dr. M. Hosseini Ashrafi and Dr. A. Hosseini.\r\n•\tB.Sc. in Applied Physics, From: 1991, to: 1996, Faculty of Physics & Nuclear Science, Amirkabir Uni. of Technology, Tehran, Iran, Thesis: Design of shielding for Am-Be neutron sources for In Vivo neutron activation analysis, Supervisor: Dr. M. Hosseini Ashrafi.\r\n\r\nResearch Experiences:\r\n1.\tNanomaterials, Carbon Nanotubes, Graphene: Synthesis, Functionalization and Characterization,\r\n2.\tMWCNTs/Polymer Composites: Fabrication and Characterization, \r\n3.\tShape Memory Polymers, Biodegradable Polymers, ORC, Collagen,\r\n4.\tMaterials Analysis and Characterizations: TEM, SEM, XPS, FT-IR, Raman, DSC, DMA, TGA, XRD, GPC, Fluoroscopy, \r\n5.\tInteraction of Radiation with Mater, Nuclear Safety and Security, NDT(RT),\r\n6.\tRadiation Detectors, Calibration (SSDL),\r\n7.\tCompleted IAEA e-learning Courses:\r\nNuclear Security (15 Modules),\r\nNuclear Safety:\r\nTSA 2: Regulatory Protection in Occupational Exposure,\r\nTips & Tricks: Radiation Protection in Radiography,\r\nSafety and Quality in Radiotherapy,\r\nCourse on Sealed Radioactive Sources,\r\nCourse on Fundamentals of Environmental Remediation,\r\nCourse on Planning for Environmental Remediation,\r\nKnowledge Management Orientation Course,\r\nFood Irradiation - Technology, Applications and Good Practices,\r\nEmployment:\r\nFrom 2010 to now: Academic staff, Nuclear Science and Technology Research Institute, Kargar Shomali, Tehran, Iran, P.O. Box: 14395-836.\r\nFrom 1997 to 2006: Expert of Materials Analysis and Characterization. Research Center of Agriculture and Medicine. Rajaeeshahr, Karaj, Iran, P. O. Box: 31585-498.",institutionString:"Atomic Energy Organization of Iran",institution:{name:"Atomic Energy Organization of Iran",country:{name:"Iran"}}},{id:"248279",title:"Dr.",name:"Monika",middleName:"Elzbieta",surname:"Machoy",slug:"monika-machoy",fullName:"Monika Machoy",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/248279/images/system/248279.jpeg",biography:"Monika Elżbieta Machoy, MD, graduated with distinction from the Faculty of Medicine and Dentistry at the Pomeranian Medical University in 2009, defended her PhD thesis with summa cum laude in 2016 and is currently employed as a researcher at the Department of Orthodontics of the Pomeranian Medical University. She expanded her professional knowledge during a one-year scholarship program at the Ernst Moritz Arndt University in Greifswald, Germany and during a three-year internship at the Technical University in Dresden, Germany. She has been a speaker at numerous orthodontic conferences, among others, American Association of Orthodontics, European Orthodontic Symposium and numerous conferences of the Polish Orthodontic Society. She conducts research focusing on the effect of orthodontic treatment on dental and periodontal tissues and the causes of pain in orthodontic patients.",institutionString:"Pomeranian Medical University",institution:{name:"Pomeranian Medical University",country:{name:"Poland"}}},{id:"252743",title:"Prof.",name:"Aswini",middleName:"Kumar",surname:"Kar",slug:"aswini-kar",fullName:"Aswini Kar",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/252743/images/10381_n.jpg",biography:"uploaded in cv",institutionString:null,institution:{name:"KIIT University",country:{name:"India"}}},{id:"204256",title:"Dr.",name:"Anil",middleName:"Kumar",surname:"Kumar Sahu",slug:"anil-kumar-sahu",fullName:"Anil Kumar Sahu",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/204256/images/14201_n.jpg",biography:"I have nearly 11 years of research and teaching experience. I have done my master degree from University Institute of Pharmacy, Pt. Ravi Shankar Shukla University, Raipur, Chhattisgarh India. I have published 16 review and research articles in international and national journals and published 4 chapters in IntechOpen, the world’s leading publisher of Open access books. I have presented many papers at national and international conferences. I have received research award from Indian Drug Manufacturers Association in year 2015. My research interest extends from novel lymphatic drug delivery systems, oral delivery system for herbal bioactive to formulation optimization.",institutionString:null,institution:{name:"Chhattisgarh Swami Vivekanand Technical University",country:{name:"India"}}},{id:"253468",title:"Dr.",name:"Mariusz",middleName:null,surname:"Marzec",slug:"mariusz-marzec",fullName:"Mariusz Marzec",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/253468/images/system/253468.png",biography:"An assistant professor at Department of Biomedical Computer Systems, at Institute of Computer Science, Silesian University in Katowice. Scientific interests: computer analysis and processing of images, biomedical images, databases and programming languages. He is an author and co-author of scientific publications covering analysis and processing of biomedical images and development of database systems.",institutionString:"University of Silesia",institution:null},{id:"212432",title:"Prof.",name:"Hadi",middleName:null,surname:"Mohammadi",slug:"hadi-mohammadi",fullName:"Hadi Mohammadi",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/212432/images/system/212432.jpeg",biography:"Dr. Hadi Mohammadi is a biomedical engineer with hands-on experience in the design and development of many engineering structures and medical devices through various projects that he has been involved in over the past twenty years. Dr. Mohammadi received his BSc. and MSc. degrees in Mechanical Engineering from Sharif University of Technology, Tehran, Iran, and his PhD. degree in Biomedical Engineering (biomaterials) from the University of Western Ontario. He was a postdoctoral trainee for almost four years at University of Calgary and Harvard Medical School. He is an industry innovator having created the technology to produce lifelike synthetic platforms that can be used for the simulation of almost all cardiovascular reconstructive surgeries. He’s been heavily involved in the design and development of cardiovascular devices and technology for the past 10 years. He is currently an Assistant Professor with the University of British Colombia, Canada.",institutionString:"University of British Columbia",institution:{name:"University of British Columbia",country:{name:"Canada"}}},{id:"254463",title:"Prof.",name:"Haisheng",middleName:null,surname:"Yang",slug:"haisheng-yang",fullName:"Haisheng Yang",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/254463/images/system/254463.jpeg",biography:"Haisheng Yang, Ph.D., Professor and Director of the Department of Biomedical Engineering, College of Life Science and Bioengineering, Beijing University of Technology. He received his Ph.D. degree in Mechanics/Biomechanics from Harbin Institute of Technology (jointly with University of California, Berkeley). Afterwards, he worked as a Postdoctoral Research Associate in the Purdue Musculoskeletal Biology and Mechanics Lab at the Department of Basic Medical Sciences, Purdue University, USA. He also conducted research in the Research Centre of Shriners Hospitals for Children-Canada at McGill University, Canada. Dr. Yang has over 10 years research experience in orthopaedic biomechanics and mechanobiology of bone adaptation and regeneration. He earned an award from Beijing Overseas Talents Aggregation program in 2017 and serves as Beijing Distinguished Professor.",institutionString:"Beijing University of Technology",institution:null},{id:"255757",title:"Dr.",name:"Igor",middleName:"Victorovich",surname:"Lakhno",slug:"igor-lakhno",fullName:"Igor Lakhno",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/255757/images/system/255757.jpg",biography:"Lakhno Igor Victorovich was born in 1971 in Kharkiv (Ukraine). \nMD – 1994, Kharkiv National Medical Univesity.\nOb&Gyn; – 1997, master courses in Kharkiv Medical Academy of Postgraduate Education.\nPhD – 1999, Kharkiv National Medical Univesity.\nDSc – 2019, PL Shupik National Academy of Postgraduate Education \nLakhno Igor has been graduated from an international training courses on reproductive medicine and family planning held in Debrecen University (Hungary) in 1997. Since 1998 Lakhno Igor has worked as an associate professor of the department of obstetrics and gynecology of VN Karazin National University and an associate professor of the perinatology, obstetrics and gynecology department of Kharkiv Medical Academy of Postgraduate Education. Since June 2019 he’s a professor of the department of obstetrics and gynecology of VN Karazin National University and a professor of the perinatology, obstetrics and gynecology department of Kharkiv Medical Academy of Postgraduate Education . He’s an author of about 200 printed works and there are 17 of them in Scopus or Web of Science databases. Lakhno Igor is a rewiever of Journal of Obstetrics and Gynaecology (Taylor and Francis), Informatics in Medicine Unlocked (Elsevier), The Journal of Obstetrics and Gynecology Research (Wiley), Endocrine, Metabolic & Immune Disorders-Drug Targets (Bentham Open), The Open Biomedical Engineering Journal (Bentham Open), etc. He’s defended a dissertation for DSc degree \\'Pre-eclampsia: prediction, prevention and treatment”. Lakhno Igor has participated as a speaker in several international conferences and congresses (International Conference on Biological Oscillations April 10th-14th 2016, Lancaster, UK, The 9th conference of the European Study Group on Cardiovascular Oscillations). His main scientific interests: obstetrics, women’s health, fetal medicine, cardiovascular medicine.",institutionString:"V.N. Karazin Kharkiv National University",institution:{name:"Kharkiv Medical Academy of Postgraduate Education",country:{name:"Ukraine"}}},{id:"89721",title:"Dr.",name:"Mehmet",middleName:"Cuneyt",surname:"Ozmen",slug:"mehmet-ozmen",fullName:"Mehmet Ozmen",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/89721/images/7289_n.jpg",biography:null,institutionString:null,institution:{name:"Gazi University",country:{name:"Turkey"}}},{id:"243698",title:"M.D.",name:"Xiaogang",middleName:null,surname:"Wang",slug:"xiaogang-wang",fullName:"Xiaogang Wang",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/243698/images/system/243698.png",biography:"Dr. Xiaogang Wang, a faculty member of Shanxi Eye Hospital specializing in the treatment of cataract and retinal disease and a tutor for postgraduate students of Shanxi Medical University, worked in the COOL Lab as an international visiting scholar under the supervision of Dr. David Huang and Yali Jia from October 2012 through November 2013. Dr. Wang earned an MD from Shanxi Medical University and a Ph.D. from Shanghai Jiao Tong University. Dr. Wang was awarded two research project grants focused on multimodal optical coherence tomography imaging and deep learning in cataract and retinal disease, from the National Natural Science Foundation of China. He has published around 30 peer-reviewed journal papers and four book chapters and co-edited one book.",institutionString:"Shanxi Eye Hospital",institution:{name:"Shanxi Eye Hospital",country:{name:"China"}}},{id:"242893",title:"Ph.D. Student",name:"Joaquim",middleName:null,surname:"De Moura",slug:"joaquim-de-moura",fullName:"Joaquim De Moura",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/242893/images/7133_n.jpg",biography:"Joaquim de Moura received his degree in Computer Engineering in 2014 from the University of A Coruña (Spain). In 2016, he received his M.Sc degree in Computer Engineering from the same university. He is currently pursuing his Ph.D degree in Computer Science in a collaborative project between ophthalmology centers in Galicia and the University of A Coruña. His research interests include computer vision, machine learning algorithms and analysis and medical imaging processing of various kinds.",institutionString:null,institution:{name:"University of A Coruña",country:{name:"Spain"}}},{id:"267434",title:"Dr.",name:"Rohit",middleName:null,surname:"Raja",slug:"rohit-raja",fullName:"Rohit Raja",position:null,profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0030O00002bRZkkQAG/Profile_Picture_2022-05-09T12:55:18.jpg",biography:null,institutionString:null,institution:null},{id:"294334",title:"B.Sc.",name:"Marc",middleName:null,surname:"Bruggeman",slug:"marc-bruggeman",fullName:"Marc Bruggeman",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/294334/images/8242_n.jpg",biography:"Chemical engineer graduate, with a passion for material science and specific interest in polymers - their near infinite applications intrigue me. \n\nI plan to continue my scientific career in the field of polymeric biomaterials as I am fascinated by intelligent, bioactive and biomimetic materials for use in both consumer and medical applications.",institutionString:null,institution:null},{id:"244950",title:"Dr.",name:"Salvatore",middleName:null,surname:"Di Lauro",slug:"salvatore-di-lauro",fullName:"Salvatore Di Lauro",position:null,profilePictureURL:"https://intech-files.s3.amazonaws.com/0030O00002bSF1HQAW/ProfilePicture%202021-12-20%2014%3A54%3A14.482",biography:"Name:\n\tSALVATORE DI LAURO\nAddress:\n\tHospital Clínico Universitario Valladolid\nAvda Ramón y Cajal 3\n47005, Valladolid\nSpain\nPhone number: \nFax\nE-mail:\n\t+34 983420000 ext 292\n+34 983420084\nsadilauro@live.it\nDate and place of Birth:\nID Number\nMedical Licence \nLanguages\t09-05-1985. Villaricca (Italy)\n\nY1281863H\n474707061\nItalian (native language)\nSpanish (read, written, spoken)\nEnglish (read, written, spoken)\nPortuguese (read, spoken)\nFrench (read)\n\t\t\nCurrent position (title and company)\tDate (Year)\nVitreo-Retinal consultant in ophthalmology. Hospital Clinico Universitario Valladolid. Sacyl. National Health System.\nVitreo-Retinal consultant in ophthalmology. Instituto Oftalmologico Recoletas. Red Hospitalaria Recoletas. Private practise.\t2017-today\n\n2019-today\n\t\n\t\nEducation (High school, university and postgraduate training > 3 months)\tDate (Year)\nDegree in Medicine and Surgery. University of Neaples 'Federico II”\nResident in Opthalmology. Hospital Clinico Universitario Valladolid\nMaster in Vitreo-Retina. IOBA. University of Valladolid\nFellow of the European Board of Ophthalmology. Paris\nMaster in Research in Ophthalmology. University of Valladolid\t2003-2009\n2012-2016\n2016-2017\n2016\n2012-2013\n\t\nEmployments (company and positions)\tDate (Year)\nResident in Ophthalmology. Hospital Clinico Universitario Valladolid. Sacyl.\nFellow in Vitreo-Retina. IOBA. University of Valladolid\nVitreo-Retinal consultant in ophthalmology. Hospital Clinico Universitario Valladolid. Sacyl. National Health System.\nVitreo-Retinal consultant in ophthalmology. Instituto Oftalmologico Recoletas. Red Hospitalaria Recoletas. \n\t2012-2016\n2016-2017\n2017-today\n\n2019-Today\n\n\n\t\nClinical Research Experience (tasks and role)\tDate (Year)\nAssociated investigator\n\n' FIS PI20/00740: DESARROLLO DE UNA CALCULADORA DE RIESGO DE\nAPARICION DE RETINOPATIA DIABETICA BASADA EN TECNICAS DE IMAGEN MULTIMODAL EN PACIENTES DIABETICOS TIPO 1. Grant by: Ministerio de Ciencia e Innovacion \n\n' (BIO/VA23/14) Estudio clínico multicéntrico y prospectivo para validar dos\nbiomarcadores ubicados en los genes p53 y MDM2 en la predicción de los resultados funcionales de la cirugía del desprendimiento de retina regmatógeno. Grant by: Gerencia Regional de Salud de la Junta de Castilla y León.\n' Estudio multicéntrico, aleatorizado, con enmascaramiento doble, en 2 grupos\nparalelos y de 52 semanas de duración para comparar la eficacia, seguridad e inmunogenicidad de SOK583A1 respecto a Eylea® en pacientes con degeneración macular neovascular asociada a la edad' (CSOK583A12301; N.EUDRA: 2019-004838-41; FASE III). Grant by Hexal AG\n\n' Estudio de fase III, aleatorizado, doble ciego, con grupos paralelos, multicéntrico para comparar la eficacia y la seguridad de QL1205 frente a Lucentis® en pacientes con degeneración macular neovascular asociada a la edad. (EUDRACT: 2018-004486-13). Grant by Qilu Pharmaceutical Co\n\n' Estudio NEUTON: Ensayo clinico en fase IV para evaluar la eficacia de aflibercept en pacientes Naive con Edema MacUlar secundario a Oclusion de Vena CenTral de la Retina (OVCR) en regimen de tratamientO iNdividualizado Treat and Extend (TAE)”, (2014-000975-21). Grant by Fundacion Retinaplus\n\n' Evaluación de la seguridad y bioactividad de anillos de tensión capsular en conejo. Proyecto Procusens. Grant by AJL, S.A.\n\n'Estudio epidemiológico, prospectivo, multicéntrico y abierto\\npara valorar la frecuencia de la conjuntivitis adenovírica diagnosticada mediante el test AdenoPlus®\\nTest en pacientes enfermos de conjuntivitis aguda”\\n. National, multicenter study. Grant by: NICOX.\n\nEuropean multicentric trial: 'Evaluation of clinical outcomes following the use of Systane Hydration in patients with dry eye”. Study Phase 4. Grant by: Alcon Labs'\n\nVLPs Injection and Activation in a Rabbit Model of Uveal Melanoma. Grant by Aura Bioscience\n\nUpdating and characterization of a rabbit model of uveal melanoma. Grant by Aura Bioscience\n\nEnsayo clínico en fase IV para evaluar las variantes genéticas de la vía del VEGF como biomarcadores de eficacia del tratamiento con aflibercept en pacientes con degeneración macular asociada a la edad (DMAE) neovascular. Estudio BIOIMAGE. IMO-AFLI-2013-01\n\nEstudio In-Eye:Ensayo clínico en fase IV, abierto, aleatorizado, de 2 brazos,\nmulticçentrico y de 12 meses de duración, para evaluar la eficacia y seguridad de un régimen de PRN flexible individualizado de 'esperar y extender' versus un régimen PRN según criterios de estabilización mediante evaluaciones mensuales de inyecciones intravítreas de ranibizumab 0,5 mg en pacientes naive con neovascularización coriodea secunaria a la degeneración macular relacionada con la edad. CP: CRFB002AES03T\n\nTREND: Estudio Fase IIIb multicéntrico, randomizado, de 12 meses de\nseguimiento con evaluador de la agudeza visual enmascarado, para evaluar la eficacia y la seguridad de ranibizumab 0.5mg en un régimen de tratar y extender comparado con un régimen mensual, en pacientes con degeneración macular neovascular asociada a la edad. CP: CRFB002A2411 Código Eudra CT:\n2013-002626-23\n\n\n\nPublications\t\n\n2021\n\n\n\n\n2015\n\n\n\n\n2021\n\n\n\n\n\n2021\n\n\n\n\n2015\n\n\n\n\n2015\n\n\n2014\n\n\n\n\n2015-16\n\n\n\n2015\n\n\n2014\n\n\n2014\n\n\n\n\n2014\n\n\n\n\n\n\n\n2014\n\nJose Carlos Pastor; Jimena Rojas; Salvador Pastor-Idoate; Salvatore Di Lauro; Lucia Gonzalez-Buendia; Santiago Delgado-Tirado. Proliferative vitreoretinopathy: A new concept of disease pathogenesis and practical\nconsequences. Progress in Retinal and Eye Research. 51, pp. 125 - 155. 03/2016. DOI: 10.1016/j.preteyeres.2015.07.005\n\n\nLabrador-Velandia S; Alonso-Alonso ML; Di Lauro S; García-Gutierrez MT; Srivastava GK; Pastor JC; Fernandez-Bueno I. Mesenchymal stem cells provide paracrine neuroprotective resources that delay degeneration of co-cultured organotypic neuroretinal cultures.Experimental Eye Research. 185, 17/05/2019. DOI: 10.1016/j.exer.2019.05.011\n\nSalvatore Di Lauro; Maria Teresa Garcia Gutierrez; Ivan Fernandez Bueno. Quantification of pigment epithelium-derived factor (PEDF) in an ex vivo coculture of retinal pigment epithelium cells and neuroretina.\nJournal of Allbiosolution. 2019. ISSN 2605-3535\n\nSonia Labrador Velandia; Salvatore Di Lauro; Alonso-Alonso ML; Tabera Bartolomé S; Srivastava GK; Pastor JC; Fernandez-Bueno I. Biocompatibility of intravitreal injection of human mesenchymal stem cells in immunocompetent rabbits. Graefe's archive for clinical and experimental ophthalmology. 256 - 1, pp. 125 - 134. 01/2018. DOI: 10.1007/s00417-017-3842-3\n\n\nSalvatore Di Lauro, David Rodriguez-Crespo, Manuel J Gayoso, Maria T Garcia-Gutierrez, J Carlos Pastor, Girish K Srivastava, Ivan Fernandez-Bueno. A novel coculture model of porcine central neuroretina explants and retinal pigment epithelium cells. Molecular Vision. 2016 - 22, pp. 243 - 253. 01/2016.\n\nSalvatore Di Lauro. Classifications for Proliferative Vitreoretinopathy ({PVR}): An Analysis of Their Use in Publications over the Last 15 Years. Journal of Ophthalmology. 2016, pp. 1 - 6. 01/2016. DOI: 10.1155/2016/7807596\n\nSalvatore Di Lauro; Rosa Maria Coco; Rosa Maria Sanabria; Enrique Rodriguez de la Rua; Jose Carlos Pastor. Loss of Visual Acuity after Successful Surgery for Macula-On Rhegmatogenous Retinal Detachment in a Prospective Multicentre Study. Journal of Ophthalmology. 2015:821864, 2015. DOI: 10.1155/2015/821864\n\nIvan Fernandez-Bueno; Salvatore Di Lauro; Ivan Alvarez; Jose Carlos Lopez; Maria Teresa Garcia-Gutierrez; Itziar Fernandez; Eva Larra; Jose Carlos Pastor. Safety and Biocompatibility of a New High-Density Polyethylene-Based\nSpherical Integrated Porous Orbital Implant: An Experimental Study in Rabbits. Journal of Ophthalmology. 2015:904096, 2015. DOI: 10.1155/2015/904096\n\nPastor JC; Pastor-Idoate S; Rodríguez-Hernandez I; Rojas J; Fernandez I; Gonzalez-Buendia L; Di Lauro S; Gonzalez-Sarmiento R. Genetics of PVR and RD. Ophthalmologica. 232 - Suppl 1, pp. 28 - 29. 2014\n\nRodriguez-Crespo D; Di Lauro S; Singh AK; Garcia-Gutierrez MT; Garrosa M; Pastor JC; Fernandez-Bueno I; Srivastava GK. Triple-layered mixed co-culture model of RPE cells with neuroretina for evaluating the neuroprotective effects of adipose-MSCs. Cell Tissue Res. 358 - 3, pp. 705 - 716. 2014.\nDOI: 10.1007/s00441-014-1987-5\n\nCarlo De Werra; Salvatore Condurro; Salvatore Tramontano; Mario Perone; Ivana Donzelli; Salvatore Di Lauro; Massimo Di Giuseppe; Rosa Di Micco; Annalisa Pascariello; Antonio Pastore; Giorgio Diamantis; Giuseppe Galloro. Hydatid disease of the liver: thirty years of surgical experience.Chirurgia italiana. 59 - 5, pp. 611 - 636.\n(Italia): 2007. ISSN 0009-4773\n\nChapters in books\n\t\n' Salvador Pastor Idoate; Salvatore Di Lauro; Jose Carlos Pastor Jimeno. PVR: Pathogenesis, Histopathology and Classification. Proliferative Vitreoretinopathy with Small Gauge Vitrectomy. Springer, 2018. ISBN 978-3-319-78445-8\nDOI: 10.1007/978-3-319-78446-5_2. \n\n' Salvatore Di Lauro; Maria Isabel Lopez Galvez. Quistes vítreos en una mujer joven. Problemas diagnósticos en patología retinocoroidea. Sociedad Española de Retina-Vitreo. 2018.\n\n' Salvatore Di Lauro; Salvador Pastor Idoate; Jose Carlos Pastor Jimeno. iOCT in PVR management. OCT Applications in Opthalmology. pp. 1 - 8. INTECH, 2018. DOI: 10.5772/intechopen.78774.\n\n' Rosa Coco Martin; Salvatore Di Lauro; Salvador Pastor Idoate; Jose Carlos Pastor. amponadores, manipuladores y tinciones en la cirugía del traumatismo ocular.Trauma Ocular. Ponencia de la SEO 2018..\n\n' LOPEZ GALVEZ; DI LAURO; CRESPO. OCT angiografia y complicaciones retinianas de la diabetes. PONENCIA SEO 2021, CAPITULO 20. (España): 2021.\n\n' Múltiples desprendimientos neurosensoriales bilaterales en paciente joven. Enfermedades Degenerativas De Retina Y Coroides. SERV 04/2016. \n' González-Buendía L; Di Lauro S; Pastor-Idoate S; Pastor Jimeno JC. Vitreorretinopatía proliferante (VRP) e inflamación: LA INFLAMACIÓN in «INMUNOMODULADORES Y ANTIINFLAMATORIOS: MÁS ALLÁ DE LOS CORTICOIDES. RELACION DE PONENCIAS DE LA SOCIEDAD ESPAÑOLA DE OFTALMOLOGIA. 10/2014.",institutionString:null,institution:null},{id:"265335",title:"Mr.",name:"Stefan",middleName:"Radnev",surname:"Stefanov",slug:"stefan-stefanov",fullName:"Stefan Stefanov",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/265335/images/7562_n.jpg",biography:null,institutionString:null,institution:null},{id:"318905",title:"Prof.",name:"Elvis",middleName:"Kwason",surname:"Tiburu",slug:"elvis-tiburu",fullName:"Elvis Tiburu",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",biography:null,institutionString:null,institution:{name:"University of Ghana",country:{name:"Ghana"}}},{id:"336193",title:"Dr.",name:"Abdullah",middleName:null,surname:"Alamoudi",slug:"abdullah-alamoudi",fullName:"Abdullah Alamoudi",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",biography:null,institutionString:null,institution:{name:"Majmaah University",country:{name:"Saudi Arabia"}}},{id:"318657",title:"MSc.",name:"Isabell",middleName:null,surname:"Steuding",slug:"isabell-steuding",fullName:"Isabell Steuding",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",biography:null,institutionString:null,institution:{name:"Harz University of Applied Sciences",country:{name:"Germany"}}},{id:"318656",title:"BSc.",name:"Peter",middleName:null,surname:"Kußmann",slug:"peter-kussmann",fullName:"Peter Kußmann",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",biography:null,institutionString:null,institution:{name:"Harz University of Applied Sciences",country:{name:"Germany"}}},{id:"338222",title:"Mrs.",name:"María José",middleName:null,surname:"Lucía Mudas",slug:"maria-jose-lucia-mudas",fullName:"María José Lucía Mudas",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",biography:null,institutionString:null,institution:{name:"Carlos III University of Madrid",country:{name:"Spain"}}},{id:"147824",title:"Mr.",name:"Pablo",middleName:null,surname:"Revuelta Sanz",slug:"pablo-revuelta-sanz",fullName:"Pablo Revuelta Sanz",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",biography:null,institutionString:null,institution:{name:"Carlos III University of Madrid",country:{name:"Spain"}}}]}},subseries:{item:{id:"25",type:"subseries",title:"Evolutionary Computation",keywords:"Genetic Algorithms, Genetic Programming, Evolutionary Programming, Evolution Strategies, Hybrid Algorithms, Bioinspired Metaheuristics, Ant Colony Optimization, Evolutionary Learning, Hyperparameter Optimization",scope:"Evolutionary computing is a paradigm that has grown dramatically in recent years. This group of bio-inspired metaheuristics solves multiple optimization problems by applying the metaphor of natural selection. It so far has solved problems such as resource allocation, routing, schedule planning, and engineering design. Moreover, in the field of machine learning, evolutionary computation has carved out a significant niche both in the generation of learning models and in the automatic design and optimization of hyperparameters in deep learning models. This collection aims to include quality volumes on various topics related to evolutionary algorithms and, alternatively, other metaheuristics of interest inspired by nature. For example, some of the issues of interest could be the following: Advances in evolutionary computation (Genetic algorithms, Genetic programming, Bio-inspired metaheuristics, Hybrid metaheuristics, Parallel ECs); Applications of evolutionary algorithms (Machine learning and Data Mining with EAs, Search-Based Software Engineering, Scheduling, and Planning Applications, Smart Transport Applications, Applications to Games, Image Analysis, Signal Processing and Pattern Recognition, Applications to Sustainability).",coverUrl:"https://cdn.intechopen.com/series_topics/covers/25.jpg",hasOnlineFirst:!1,hasPublishedBooks:!0,annualVolume:11421,editor:{id:"136112",title:"Dr.",name:"Sebastian",middleName:null,surname:"Ventura Soto",slug:"sebastian-ventura-soto",fullName:"Sebastian Ventura Soto",profilePictureURL:"https://mts.intechopen.com/storage/users/136112/images/system/136112.png",biography:"Sebastian Ventura is a Spanish researcher, a full professor with the Department of Computer Science and Numerical Analysis, University of Córdoba. Dr Ventura also holds the positions of Affiliated Professor at Virginia Commonwealth University (Richmond, USA) and Distinguished Adjunct Professor at King Abdulaziz University (Jeddah, Saudi Arabia). Additionally, he is deputy director of the Andalusian Research Institute in Data Science and Computational Intelligence (DaSCI) and heads the Knowledge Discovery and Intelligent Systems Research Laboratory. He has published more than ten books and over 300 articles in journals and scientific conferences. Currently, his work has received over 18,000 citations according to Google Scholar, including more than 2200 citations in 2020. In the last five years, he has published more than 60 papers in international journals indexed in the JCR (around 70% of them belonging to first quartile journals) and he has edited some Springer books “Supervised Descriptive Pattern Mining” (2018), “Multiple Instance Learning - Foundations and Algorithms” (2016), and “Pattern Mining with Evolutionary Algorithms” (2016). He has also been involved in more than 20 research projects supported by the Spanish and Andalusian governments and the European Union. He currently belongs to the editorial board of PeerJ Computer Science, Information Fusion and Engineering Applications of Artificial Intelligence journals, being also associate editor of Applied Computational Intelligence and Soft Computing and IEEE Transactions on Cybernetics. Finally, he is editor-in-chief of Progress in Artificial Intelligence. He is a Senior Member of the IEEE Computer, the IEEE Computational Intelligence, and the IEEE Systems, Man, and Cybernetics Societies, and the Association of Computing Machinery (ACM). Finally, his main research interests include data science, computational intelligence, and their applications.",institutionString:null,institution:{name:"University of Córdoba",institutionURL:null,country:{name:"Spain"}}},editorTwo:null,editorThree:null,series:{id:"14",title:"Artificial Intelligence",doi:"10.5772/intechopen.79920",issn:"2633-1403"},editorialBoard:[{id:"111683",title:"Prof.",name:"Elmer P.",middleName:"P.",surname:"Dadios",slug:"elmer-p.-dadios",fullName:"Elmer P. 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