The dust’s PM2.5 mass concentration in μg/m3 in five African sub-regions of interest [36].
\r\n\t
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Venkateswarlu",coverURL:"https://cdn.intechopen.com/books/images_new/371.jpg",editedByType:"Edited by",editors:[{id:"58592",title:"Dr.",name:"Arun",surname:"Shanker",slug:"arun-shanker",fullName:"Arun Shanker"}],productType:{id:"1",chapterContentType:"chapter",authoredCaption:"Edited by"}}]},chapter:{item:{type:"chapter",id:"78036",title:"An Analysis of Remote Sensing Data to Evaluate the Problem of Atmospheric Aerosol Pollution in Africa",doi:"10.5772/intechopen.99377",slug:"an-analysis-of-remote-sensing-data-to-evaluate-the-problem-of-atmospheric-aerosol-pollution-in-afric",body:'Aerosols, sometimes referred to as the dust clouds, if not the airborne tiny particles, are hazardously toxic to health: human, animals and plants, especially if uncontrolled.
The dust storm (dust and sand carried away by the wind from the very dry grounds) has too many effects. For example, anthropogenic dust storm, as illustrated in Figure 1, directly pollutes the breathable air, food and water. If the storm is naturally caused by the desert’s dust, it causes the drought [1].
Anthropogenic Aerosols (a) dust storm in the inhabited village’s road (source: Original photos taken on the road under construction in June 2020); (b) smoke due to the burning (source: Original photo of the building that was accidentally burnt on 06 September, 2020).
As presented in Figure 1(a), most of sub-Saharan inhabitants unavoidably live with anthropogenic aerosols; the most remarkable are the dust and smoke aerosols, and sometimes do not worry about the associated dangers. Figure 1(b) shows the smoke of the accidentally burnt house, its equipment and furniture. Hazards caused by the smoke from biomass burning’s fire, volcanic eruptions, home and industrial chimneys, road vehicles exhausts, etc., is very dangerous to both health and climate uncertainties, and that’s where most constituents of the fine particulate matter (PM2.5) come from.
In Figure 2, the primary sources of particulate matter as aerosols are deserts, erupting volcanoes and of course some human (anthropogenic) activities, it’s a matter of the dust and many other aerosol particles that are windblown over either the sea, ocean or earth surface. The aerosol particles such as Soot, fly ash, black carbon (BC) and smoke are primarily produced during different combustion activities.
Primary and secondary sources of particulate matter (PM).
The secondary sources can otherwise be generically referred to as atmospheric chemistry source where gas-phase species can chemically transform before they condense, and they are technically referred to as aerosol precursor gases [2].
Aerosol science, however, is a sub-branch of physics or physical-chemistry which, until 1980s, has been so neglected that most people did not worry about aerosols dangers to the human breathing and blood circulation. The industrial revolution in the 19th century brought high-speed machinery; dust exposure increased dramatically, for instance dust from mines, which caused more cases of lung diseases. Thus, since then onwards, it’s a very hot research topic to study the physicochemical properties of aerosol: how to sample (clustering), to control and avoid them. For instance, aerosols can play a role of polluting gases removal from the atmosphere, either by absorbing them on existing ones or launching new particles. The study of aerosols, however, is not easy because airborne particles behave very differently than the air in which they are suspended and also behave very differently among themselves depending on their sizes, shape and composition [3].
The atmosphere is such a complex dynamic natural system that sustaining life on earth is very essential as the atmospheric air interacts with water and land. Acidic rain is a result of air pollution. Therefore, it’s very important for an air quality engineer to understand water pollution: air normally contains water vapor (varying from one to four per cent at surface), dust pollen, sea spray, volcanic ash and various industrial pollutants [3, 4].
The aerosols transported by wind over a long distance directly pollute the quality of breathable air. For instance, the windblown dust from deserts entrains particulates which are hazardous to human health [5, 6, 7]. Particularly, the diseases such as pneumonia are attributed to that type of aerosol [8, 9].
It has been ascertained that the dust endangers the respiratory, cardiovascular and nervous systems [10].
Referring to Pope et al., as cited by Dianat et al. ([11], p. 5155), “the prolonged health exposure to PM2.5 was most strongly associated with mortality attributable to cardiac dysrhythmias, ischemic heart diseases, cardiac arrest, and heart failure.”
Besides, an aerosol is collectively known as solid, gaseous or/and liquid particles suspended in the atmosphere, except all the hydrometeors which include the cloud droplets, ice crystals, raindrops, snowflakes, and the alike particles [12]; smoke is the famously known gaseous aerosol. Therefore, apart from the direct health effects (learned from erstwhile works in the same research field), the aerosol in general can also change the clouds properties: thus, they indirectly affect the lives on earth in causing drought, acidic rain, etc.
A research question: “how can results from the remote sensing data analysis instruct the community about the tropospheric aerosols hazards?”
Africa and Asia are the global source of the Desert’s Dust Aerosols; therefore, the main target is to continue the research works which will alert the world and inhabitants about the updates in aerosols which can endanger the earth.
Considering the formation, correlation, health effects; assessing the on-site (in situ) versus remote sensing data collection, the in-field collected data is reliable for research related with physical, biological, and social sciences. However, studying aerosols and air pollution by targeting very big areas, remote sensing data is better than in situ data [13].
The research objectives are:
to limit the scope of research on the troposphere of African and Asian continents in different scenarios, and to study the air quality based on selected measurements under aerosols such as sulfates (SO4), black carbon (BC), and the fine particulate matter (PM2.5).
to track the long-term emission of the selected remote sensing measurements over different seasons and sub-temporal resolutions in the years 1980–2020;
to discuss the inherent health hazards that link the existing research works with findings of this research.
Particulate matter (PM), a type of aerosol, is a complex mixture of molecules differing in chemical composition, shape and size; PM can come from natural sources such as the wind erosion of rocks and soil, sea sprays, volcanic dust, etc. PM also come from anthropogenic sources, noting the fossil fuels combustion, industrial processes, and traffic emission [12, 14, 15].
Airborne particles can change their size and composition by condensation of vapor species or by evaporation, by coagulation with other particles, by chemical reaction, or by activation in the presence of water super-saturation to become fog and cloud droplets. Particulates are eventually removed from the atmosphere by two mechanisms: deposition at the Earth’s surface (dry deposition) and incorporation into cloud droplets (wet deposition) during the precipitation in the form of rain [16].
Dust, particulate matter (PM) and Black Carbon aerosols have the common characteristics, especially when it comes to polluting the atmospheric breathable air.
The heavy contribution of the deserts’ dust to the global airborne particulates as well as numerous other effects of dust aerosol are very well documentable [17, 18, 19]; the effects become very dangerous to human health when the dust is characterized to the PM size [19].
The smoke as a gaseous aerosol broadly links with ecosystem, to mean the living organisms and non-living entities like atmospheric air as well as cloud and climate.
The literature reiterates that the global air polluting particles come from both the discipline of aerosols and atmospheric chemistry; in this research, the selected aerosol particles are the dust’s fine particulate matter (PM2.5), sulfates, as well as Black Carbon (BC). Cardiovascular problems and death caused by air pollution are globally reported, and air pollution kills more people than they die of viral diseases.
Due to the dust belt [17] as well as meningitis belt [20] which keep expanding, Africa is one of the best research areas, while targeting the source of different sized particulate matter, PM (PM1, PM2.5, PM10), which are classified under solid aerosols, and breathable air pollutants in particular [21].
The sulfur Dioxide (SO2) is produced from anthropogenic burning activities, and erupting volcanoes activities [22], and is recognized as a potential air pollutant; importantly, through chemical reaction, SO2 plays a considerable role in the formation of sulfate aerosols. The role that sulfate aerosols may play in ambient particulate matter (PM) chemistry is so meaningful that the possible effects might be the product of acidic component formed by sulfur dioxide [23, 24]. Acid rain, for example, is one of main reasons why atmospheric sulfur dioxide and nitrogen oxides can be of interesting focus among the air pollutants [25, 26, 27].
For instance, it was found that rain in northwestern Europe was measured with the most increased acidity; the tendency appeared linked with certain gaseous pollutants, like SO2, which chemically convert into strong acids in the atmosphere. Nonetheless, the trend seems to directly cause very little threat to human health. Rather, the acidic rain can considerably damage some artificial architects, and seriously implicates to the ecosystem [25].
The collected data from multiple remote sensing instruments is trustworthy; this way of the data collection has challenged the existing methods (according to the published research works), especially when it comes to the data reliability.
Throughout the research, GIOVANNI is the core of research data collection; relying on MERRA-2 (in most cases). MERRA-2 is a remote sensing model which assimilates data from various remote sensors as well different ground aerosol robotic networks (AERONETs).
Additional software tools, such as Arc GIS, have been utilized to scientifically present the results, but the statistics was done at the level of GIOVANNI web browsing [28, 29, 30, 31].
The rough roadmap that was utilized to collect data and generate the results presented in this research is generalized and shown in Figure 3.
The research roadmap.
Different data types are available in various forms and formats: time averaged maps, scatter plots, time series, etc. In this research, both time averaged map based and time series data has been collected from GIOVANNI platform.
The collected data is then input to the analysis by the help of the software tools: ArcGIS/Arc Map to get the presentable map-based results; Origins, to generate different plots of results as functions of time.
That means that even though some results can directly be visualized online by the help of GIOVANNI, all the results presented in this research article have been further handled by additional software tools such as Arch GIS and Origins.
Microsoft Excel helps the research to do some necessary calculations, and elaborate the table-based results. Finally, a discussion is made on basis of the original results, in comparison with the existing literature review.
Thus, as seen in Figures 3 and 4, GIOVANNI is a bridge as an online platform designed by NASA Goddard Space Flight Center, to collect raw data from different satellites and remote sensors, the most notable are illustrated in Figure 4.
A multi-sensor aerosol data bridge: GIOVANNI.
Though the remote sensed data can be collected from the most documentable remote sensors such as the Moderate-resolution Imaging Spectro-radiometer (MODIS), it has been challenging to directly detect dust from MODIS [32]. Therefore, the remote sensing model MERRA-2, an online model which directly assimilates the remote sensing data from the AERONETS, the MODIS and the advanced very high-resolution radiometer, AVHRR [32].
For the quality of data collected via GIOVANNI, data from different sources can be a good solution to the data reliability. For example, MERRA-2 is a model which treats the data from different sources, as earlier mentioned in this sub-section.
The desert’s dust together with anthropogenic biomass burning’s black carbon in the tropical regions are associated with many effects to climate and air quality.
Globally overviewed in Figure 5(a) and (b), respectively, the dust as an air polluting aerosol expands all over the world from the world’s dust belt that stretches from the Atlantic Ocean in the neighborhood of West-Northern Africa to the East and Middle Asia, and the atmospheric black carbon is abundantly stretched all over the mid-latitudes of the earth.
The global overview of selected Aerosols and Air pollutants’ column mass density: (a) dust, aerosol and air pollutant; (b) black carbon aerosol and air pollutant.
The Global overview of these selected aerosols and air pollutants, is an important input to research contents in the subsequent sections.
The desert’s dust together with anthropogenic biomass burning’s black carbon in the tropical regions associate with both climate changes and air quality problems.
For example, the aerosol optical thickness (AOT), known as an extent to which aerosols obstruct the light energy transmission, via absorption or/and scattering of that light, AOT is distributed within a column of air to the top of the atmosphere [15]. The process of absorption and scattering makes up the extinction process, which means the loosing of the photon incoming energy [33].
It is according to the knowledge of the African Physical Geography as well as climates that five sub-regions had been created and those are described as region 1, 2, 3, 4 and 5.
Region 1: 15°W, 9.5°E, (4–14) °N for the West Africa;
Region 2: 10°W, 52°E, (24–40) °N for the North Africa and neighborhoods;
Region 3: (9.5–30) °E, 10°S, 14°N for Central Africa;
Region 4: (11–35) °E, (10–35) °S for the South Africa;
Region 5: (30–52) °E, 28°S, 12°N for East Africa.
The purpose of those five subdivisions is to obtain most reliable remote sensing results, and the focus was put in the most central part of Africa.
The findings are presented in Figure 5.
In this research, four seasons are shortened as:
DJF, for December, January, and February or the northern hemisphere’s winter;
MAM is standing for March, April, and May or the northern hemisphere’s spring;
JJA represents June, July, and August or the northern hemisphere’s summer;
SON for September, October, and November or the northern hemisphere’s autumn.
From the existing research, the dust’s particulates are one of the causes of pulmonary tuberculosis [34]; dry desert’s dust in particular is one of the causes to Meningococcal meningitis ([35], p. 108–109).
In the research, Table 1 reports the results for PM2.5, in the 5 sub-regions of Africa, and it’s found that the averaged mass concentration is very high as compared to 25 μg/m3, the recommendable concentration [14].
West-Africa | North-Africa | Central-Africa | ||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|
DJF | MAM | DJF | MAM | JJA | SON | JJA | SON | JJA | SON | JJA | SON | |
2000 | 66.8 | 54 | 25.3 | 40.9 | 39.1 | 33.3 | 39.1 | 33.3 | 34.4 | 24.6 | 6.1 | 11.3 |
2001 | 69 | 38.8 | 29.1 | 39.8 | 39.1 | 33.4 | 39.1 | 33.4 | 31.6 | 21.1 | 5.9 | 12.0 |
2002 | 67.2 | 46.0 | 28.9 | 43.3 | 38.9 | 33.3 | 38.9 | 33.3 | 32.7 | 23.8 | 6.4 | 11.9 |
2003 | 45.1 | 43.2 | 31.3 | 42.8 | 37.6 | 35.5 | 37.6 | 35.5 | 23.3 | 25.9 | 6.2 | 11.2 |
2004 | 74.2 | 60.7 | 34.2 | 46.5 | 36.6 | 34.1 | 36.6 | 34.1 | 35.6 | 36.3 | 6.6 | 14.4 |
2005 | 75.6 | 44.8 | 36.4 | 43.9 | 38.6 | 33 | 38.6 | 33 | 34.2 | 26.2 | 6.7 | 12.5 |
2006 | 36.9 | 47.9 | 33.5 | 40 | 40.4 | 30.3 | 40.4 | 30.3 | 26.3 | 26.1 | 6.9 | 12.2 |
2007 | 84.6 | 54.1 | 31.6 | 44 | 39.4 | 32.3 | 39.4 | 32.3 | 35.4 | 27.7 | 5.7 | 13.4 |
2008 | 85.2 | 44.9 | 32.3 | 47.8 | 40.7 | 37.4 | 40.7 | 37.4 | 38.4 | 22.7 | 5.0 | 12.8 |
2009 | 59.1 | 42.2 | 39.1 | 42.3 | 37.3 | 31.6 | 37.3 | 31.6 | 29.9 | 27.9 | 6.1 | 12.7 |
2010 | 37.2 | 56 | 38.6 | 47.8 | 38.3 | 33.6 | 38.3 | 33.6 | 22.1 | 26.1 | 6.3 | 9.0 |
2011 | 58.8 | 37.8 | 34.4 | 42.9 | 40.3 | 31.5 | 40.3 | 31.5 | 28.7 | 25.5 | 12.2 | 12.7 |
2012 | 77.1 | 53.9 | 34.7 | 43.2 | 36.8 | 28.3 | 36.8 | 28.3 | 40.0 | 30.0 | 6.2 | 9.6 |
2013 | 57 | 25.4 | 33.2 | 46.1 | 38.9 | 30.3 | 38.9 | 30.3 | 32.0 | 20.1 | 5.6 | 10.5 |
2014 | 52.3 | 29.5 | 31.6 | 36.8 | 37.5 | 31.6 | 37.5 | 31.6 | 27.0 | 19.4 | 5.4 | 10.3 |
2015 | 62.9 | 54.5 | 34.3 | 38.7 | 37.8 | 30.3 | 37.8 | 30.3 | 33.6 | 33.7 | 6.5 | 11.0 |
2016 | 108.3 | 29 | 28 | 40.2 | 36.2 | 31.4 | 36.2 | 31.4 | 46.1 | 21.8 | 5.2 | 13.0 |
2017 | 67.2 | 41.3 | 30.8 | 41.8 | 36.3 | 30.5 | 36.3 | 30.5 | 36.8 | 27.1 | 9.4 | 17.5 |
2018 | 85.1 | 39.7 | 37 | 46.4 | 37.8 | 32 | 37.8 | 32 | 36.4 | 26.0 | 7.1 | 11.4 |
2019 | 63.6 | 41.3 | 10.9 | N/A | 32.4 | 39 | 35.1 | N/A | 37.0 | 25.5 | 6.1 | N/A |
2000 | 4.5 | 4.6 | 3.7 | 2.5 | 1.6 | 1.8 | 2.1 | 2.1 |
2001 | 5.1 | 4.0 | 3.5 | 2.6 | 2.4 | 1.5 | 1.8 | 1.7 |
2002 | 5.1 | 3.8 | 4.0 | 2.7 | 2.2 | 1.3 | 1.8 | 1.8 |
2003 | 3.7 | 4.6 | 3.8 | 2.7 | 1.6 | 1.5 | 1.8 | 2.0 |
2004 | 5.2 | 5.1 | 3.7 | 2.7 | 2.7 | 2.4 | 1.9 | 1.8 |
2005 | 4.6 | 3.7 | 3.9 | 2.8 | 2.2 | 1.7 | 1.6 | 1.9 |
2006 | 4.3 | 4.4 | 3.8 | 2.6 | 2.0 | 1.6 | 1.9 | 1.8 |
2007 | 5.8 | 4.3 | 3.5 | 3.3 | 2.6 | 1.8 | 1.9 | 2.2 |
2008 | 7.3 | 4.6 | 4.0 | 3.6 | 2.2 | 1.3 | 1.6 | 2.1 |
2009 | 5.4 | 5.0 | 3.9 | 2.9 | 2.2 | 1.5 | 1.9 | 1.8 |
2010 | 4.5 | 4.5 | 3.8 | 3.2 | 2.0 | 1.5 | 1.9 | 2.0 |
2011 | 5.6 | 4.3 | 6.3 | 3.5 | 2.0 | 1.3 | 1.9 | 2.1 |
2012 | 7.8 | 6.6 | 4.5 | 3.0 | 2.7 | 1.8 | 1.9 | 2.0 |
2013 | 5.6 | 4.1 | 4.3 | 2.9 | 2.6 | 1.7 | 1.8 | 2.0 |
2014 | 5.7 | 3.3 | 3.9 | 2.8 | 2.1 | 1.6 | 1.9 | 1.9 |
2015 | 5.8 | 4.8 | 4.1 | 2.7 | 2.7 | 1.6 | 1.6 | 2.0 |
2016 | 6.5 | 3.8 | 3.8 | 3.2 | 2.7 | 1.7 | 1.7 | 1.9 |
2017 | 5.5 | 4.5 | 4.9 | 3.4 | 2.3 | 1.5 | 1.5 | 1.7 |
2018 | 6.8 | 4.9 | 5.3 | 2.9 | 2.4 | 1.8 | 2.1 | 1.9 |
2019 | 5.2 | 4.3 | 3.9 | N/A | 2.5 | 1.8 | 1.7 | N/A |
The dust’s PM2.5 mass concentration in μg/m3 in five African sub-regions of interest [36].
Looking at the table, the vastest global Desert, Sahara, which keeps expanding [1] might be the reason for the increase of the global dust aerosol since the year 2000 onwards, most notably in the seasons of DJF and MAM, during the whole time series from the year 2000 to date.
Besides, the African Sahara Desert being the biggest contributors to global atmospheric particulate matter (PM) and air pollutants in particular, Table 1 demonstrates the concentration of PM2.5 in Africa.
Looking at some existing research works, “exposure to common air pollutants like fine and coarse particulate matter (PM2.5 and PM10), Nitrogen dioxide (NO2), and sulfur dioxide (SO2) were closely associated with asthma patients who visited Shanghai from January 22, 2014 to October 31, 2015 [37];” generally, the portion of nearly 90% of BC belongs to PM2.5 [38].
It’s expected that both the inhabitants of the region of interest (RoI), and visitors will understand furthermore the dangers of particulate matter, and will take precautions to comfortably live on earth because the atmosphere is shared resource: the dust belt’s PM2.5 unlimitedly spreads to the sub-Saharan, European, Asian, and Atlantic Ocean regions.
Most specifically, in this research, the direct effects of aerosols on heath are presented by results in Table 1, speaking of the central African focal region of interest: the dust’s PM2.5 mass concentration is mostly above the highest recommended value for health which is 25 μg/m3.
With a reference to the World’s Dust Belt [17], the heavily concentrated particulate matter in the west, north and central African sub-regions is attributed to the Sahara Desert, and this has nothing to do with the population.
Apart from the world’s dust belt which is due to deserts, the nature source of dust aerosols and linked air pollutant groups is also from volcanic eruption activities, and anthropogenic activities.
Therefore, inhabitants of arid regions are recommended to learn from China’s policy, which turned a desert into crop and forestland, cited by Rushingabigwi et al. ([39], p. 1958), which would reduce the dust aerosols which are windblown all over the world.
Aerosol science, a sub-branch of physics or physical-chemistry which, until 1980s, has been so neglected that most people have not cared about the aerosols dangers to the human breathing and blood circulation. In this research, a quick overview of aerosols and air pollutants (solid and gaseous) has been made; the research has resulted in finding more about air polluting aerosols such as the dust’s fine particulate matter, PM2.5, an agent to many diseases leading to the mortality due to cardiac dysrhythmias, cardiac arrest, etc.
In this research, the west and north African sub-regions are characterized by the concentrations of PM2.5 above the standard, 25 μg/m3, in all the seasons; the same thing applies to the Central African JJA season.
In any case, the atmosphere is such a complex dynamic natural system that sustaining life on earth is very essential since the atmospheric air interacts with water and land. Acidic rain due to atmospheric chemistry of sulfate aerosols reacting with the clouds Hydrogen, for instance, is a result of air pollution.
Black carbon (abundant in the African mid-latitude and the global mid-latitudes), together with dust aerosols (from deserts, volcanic activities, and anthropogenic activities), windblown from their sources to surrounding regions are certainly hazardous to the global ecosystem, especially when in the precipitation’s clouds.
Therefore, for sustainability of the life on earth, this research can help policy makers to plan for the community welfare: it is expected that by publishing different research works in this area, more scholars will furthermore understand the real problem, and if supported by policy makers, smart systems will be developed for the welfare of end users.
The East Africa’s Regional Centre of Excellence in Biomedical Engineering and E-health (CEBE), operating under the University of Rwanda College of Science and Technology (UR CST), is highly acknowledged for some financial support to this research.
We are very grateful with the University of Science and Technology of China (USTC), for the involvement of the University’s Academic Staff Members in this research.
Last but foremost, the efforts made by all the team members of GES DISC, who contributed to enrich GIOVANNI with the useful and resourceful research tools are highly acknowledged: many thanks are addressed to NASA and fellow scientists for the supportive data that are made available online.
There exist no ‘conflict of interest’ in this manuscript.
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.
Initially, the diameter
where
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
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
where
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
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
A quite simple relationship, being in fact the Mohr-Coulomb strength condition, is most often used in calculations for such conditions
where
Considering experiments, the value of the
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
in which
where
A similar dependence was proposed in [15].
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,
Considering the results of the research [16], the coefficient
where
This formula does not need any limitations in a quite wide range of
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
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
However, recently a formula of J. Mander has been used more frequently than others [19].
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
However, two main disadvantages of the Eq. (9) should be mentioned. First, lateral pressure
Processing of a number of experimental data evidences the existence of a stable relationship between
The appropriate formulas are used in Chinese Technical Code for CFST structures (GB50936–2014).
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
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
where
Then the stress
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
Consequently, the axial direction compression in the steel shell depend on its yield stress
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
In this regard, it is important to obtain theoretically based, universal formulas for determining
where
The average values of strength of normal concrete, calculated with a reliability of 50%, correspond to the coefficients
The analysis of relationship (14) shows that with high levels of sidework (with
Inserting the Eq. (14) into the Eq. (5) and performing some transformations, we will obtain:
where
Using the relationship (12) and performing some little manipulations, we can write the Eq. (12) as follows
The formula for
It is obvious that the total axial force received by concrete and steel with standard cross-section depends only on relative lateral pressure
Diagrams of changes of relative compressive forces received by concrete (1) and the steel shell (2) and their sum (3) depending on
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
As a result of solving Eq. (19), the following formula was obtained
Thus, the necessary formulas to calculate the strength of a short centrally loaded CFST have been received.
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.
Reinforce concrete filled steel tube column construction.
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:
where
Under the action of axial compressive force
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
To determine the strength of the concrete core
The value of relative lateral pressure
where
where
The following formula for calculating the value
in which,
The value
where
The values of coefficients of transverse deformations
Then the strength of spirally reinforced concrete core
The lateral pressure on the concrete from the steel tube acts outside the diameter of the spiral
Depending on
In order to simplify the calculations it is offered to use the averaged design compressive strength of concrete core
where
The stress
in which
The compressive stress in the longitudinal reinforcement
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
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.
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 –
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
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
There are many proposals for determining the strain
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
The graphs of deformation for uniaxial compressed (1) and volume-compressed (2,3) concrete.
The strain
Elastic strain
Plastic strain
where
The parameter
Thus, the total deformation of the volume-compressed concrete at the maximum stress is determined by the formula
The performed statistical analysis showed that the best match with the results of the experiments corresponds to a value of
where
According to the recommendations of [21] the ultimate strain of a volume-compressed concrete is determined by the formula
where
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
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
The values of the intensity of stresses and strains are calculated using the well-known formulas of solid mechanics. Using the coefficients of elasticity
The stress state of a steel tube obeys the hypothesis of a uniform curve [22]. In accordance with this hypothesis, the dependence
The initial diagram
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 | |
0,80 | 0,80 | 0,80 | 0,90 | 0,90 | 0,90 | |
0,92 | 0,92 | 0,92 | 1,00 | 1,00 | 1,00 | |
1,70 | 1,70 | 1,70 | 1,70 | 1,70 | 1,70 | |
1,00 | 1,00 | 1,00 | 1,00 | 1,00 | 1,00 | |
14,0 | 15,0 | 16,0 | 17,0 | 17,0 | 18,0 |
Coordinates of characteristic points of the generalized steel deformation diagram, constructed in the axes
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
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
in which
When the strain
After that we compare the last value of strain
Upon termination of calculations we receive arrays of numerical data for deformation charting of concrete core
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.
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
The normal section of the calculated element is conditionally divided into small sections with areas of concrete
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
in which
When both equilibrium conditions are met, the value of the compressive force
The problem of determining the strength reduces to finding the value of 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.
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
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
A bending moment
where
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.
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
It is recommended to calculate the stiffness
where
Flexibility can have a significant effect on the load capacity of compressed elements when the condition
where
The compressive stress in the longitudinal reinforcement
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
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
At each step, the relative deformation of the least compressed (stretched) fiber
where N is the longitudinal compressive force corresponding to the accepted deformation diagram;
Cross-section stiffnesses
The effect of longitudinal bending is taken into account via the eccentricity of the longitudinal force increase by the amount of rod deflection
where
An improved deflection value
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
where
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
Then the distribution of the relative deformations is established for these cross-sections, using the Eqs. (49) and (50) and by the replacement of
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
After the determination of
They record the value of the compressive longitudinal force
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 −
the thickness of an outer steel shell wall −
the yield point of a shell steel −
the prismatic strength of the initial concrete −
various concretes (normal, ultrahigh-strength, pre-stressing);
length to diameter ratio
the relative eccentricity of the longitudinal force
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 |
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
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 –
for self-compacting concrete –
for lightweight concrete and for engineered cementitious composite –
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.
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].
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.
Ove Odredbe i uvjeti ističu pravila i regulacije u svezi korištenja IntechOpenove stranice www.intechopen.com i svih poddomena u vlasništvu IntechOpena, tvrtke sa sjedištem u 5 Princes Gate Court, London, SW7 2QJ, Ujedinjeno Kraljevstvo.
',metaTitle:"Odredbe i uvjeti",metaDescription:"Ove Odredbe i uvjeti ističu pravila i regulacije u svezi korištenja IntechOpenove stranice www.intechopen.com i svih poddomena u vlasništvu IntechOpena, tvrtke sa sjedištem u 5 Princes Gate Court, London, SW7 2QJ, Ujedinjeno Kraljevstvo.",metaKeywords:null,canonicalURL:"/page/cro-terms-and-conditions",contentRaw:'[{"type":"htmlEditorComponent","content":"Pristupom na stranicu www.intechopen.com slažete se s ovim odredbama, sa svim primjenjivim zakonskim odredbama, te se slažete s poštovanjem svih lokalnih zakona. Korištenje i/ili pristup ovoj stranici temelji se na potpunom prihvaćanju ovih odredbi. Svi materijali na ovoj stranici zaštićeni su primjenjivim zakonima o autorskim pravima i žigu.
\\n\\nSljedeća terminologija odnosi se na Odredbe i uvjete, te na sve naše ugovore:
\\n\\nKlijent, stranka, vi, vaš odnosi se na vas, osobu koja pristupa ovoj stranici i prihvaća IntechOpenove Odredbe i uvjete;
\\n\\nKompanija, tvrtka, mi, naše odnosi se na tvrtku IntechOpen;
\\n\\nStranke, strane odnosi se na klijenta i na nas, ili samo na klijenta ili nas.
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\\n\\nMi koristimo kolačiće. Korištenjem IntechOpenove stranice slažete se s korištenjem kolačića u skladu s IntechOpenovom Politikom privatnosti. Većina modernih, interaktivnih stranica koristi kolačiće kako bi omogućila ponovno pronalaženje korisničkih detalja kod svakog posjeta. Na našoj stranici kolačići se uglavnom koriste kako bi omogućili funkcionalnost i olakšali posjetiteljima korištenje stranice.
\\n\\nIntechOpen ili njegovi suradnici niti u jednom slučaju neće biti odgovorni za štete (štete uključuju gubitak podataka ili profita, druge poslovne prekide, te sve ostale štete) koje nastanu zbog korištenja materijala na IntechOpenovoj stranici ili nemogućnosti da se iste koriste, čak i ako je IntechOpen ili njegov predstavnik o takvoj šteti obaviješten pismenim ili usmenim putem. Neke jurisdikcije ne dozvoljavaju ograničenja garancija ili ograničenja obveza za posljedične ili slučajne štete pa se u tom slučaju ova ograničenja možda ne odnose na vas.
\\n\\nMaterijali koji se pojavljuju na IntechOpenovoj stranici mogu sadržavati manje greške, tipfelere ili fotografske greške. IntechOpen može napraviti promjene na bilo kojem materijalu koji se nalazi na stranici u bilo koje vrijeme.
\\n\\nIntechOpen nije formalno povezan niti s jednom vanjskom stranicom čije poveznice vode na www.intechopen.com, osim ako to nije izravno navedeno. Iz tog razloga IntechOpen nije odgovoran za sadržaj koji se pojavljuje na takvim stranicama. Poveznica na IntechOpenovu stranicu ne implicira povezanost sa IntechOpenom. Korištenje takvih poveznica isključiva je odgovornost korisnika.
\\n\\nZadržavamo pravo vlasništva nad cjelokupnom stranicom www.intechopen.com i nad svim materijalom na toj stranici. Koristeći se našim uslugama, slažete se da maknete sve poveznice na našu stranicu odmah nakon što to od vas zatražimo. Također, zadržavamo pravo da ove Odredbe i uvjete, i politiku o poveznicama izmjenimo u bilo koje vrijeme. Koristeći se poveznicama na naše stranice slažete se s ovim Odredbama i uvjetima.
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\n\nSljedeća terminologija odnosi se na Odredbe i uvjete, te na sve naše ugovore:
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\n\nStranke, strane odnosi se na klijenta i na nas, ili samo na klijenta ili nas.
\n\nSve odredbe koje se odnose na ponudu, prihvat ili razmatranje plaćanja, a za koja mi pružamo asistenciju klijentu, bilo na ugovoreni ili fiksni način, a s ciljem da se ostvare potrebe i želje klijenta u svezi s našim uslugama, su podložne zakonskim odredbama Ujedinjenog Kraljevstva.
\n\nOsim ako nije suprotno navedeno, IntechOpen i/ili svi davatelji licence vlasnici su intelektualnog vlasništva nad svim materijalima na www.intechopen.com. Sva prava intelektualnog vlasništva su pridržana. Stranice sa www.intechopen.com možete gledati, preuzimati, dijeliti, dijeliti poveznice i printati za osobnu uporabu, a temeljem pravila sadržanih u ovim Odredbama i uvjetima.
\n\nMi koristimo kolačiće. Korištenjem IntechOpenove stranice slažete se s korištenjem kolačića u skladu s IntechOpenovom Politikom privatnosti. Većina modernih, interaktivnih stranica koristi kolačiće kako bi omogućila ponovno pronalaženje korisničkih detalja kod svakog posjeta. Na našoj stranici kolačići se uglavnom koriste kako bi omogućili funkcionalnost i olakšali posjetiteljima korištenje stranice.
\n\nIntechOpen ili njegovi suradnici niti u jednom slučaju neće biti odgovorni za štete (štete uključuju gubitak podataka ili profita, druge poslovne prekide, te sve ostale štete) koje nastanu zbog korištenja materijala na IntechOpenovoj stranici ili nemogućnosti da se iste koriste, čak i ako je IntechOpen ili njegov predstavnik o takvoj šteti obaviješten pismenim ili usmenim putem. Neke jurisdikcije ne dozvoljavaju ograničenja garancija ili ograničenja obveza za posljedične ili slučajne štete pa se u tom slučaju ova ograničenja možda ne odnose na vas.
\n\nMaterijali koji se pojavljuju na IntechOpenovoj stranici mogu sadržavati manje greške, tipfelere ili fotografske greške. IntechOpen može napraviti promjene na bilo kojem materijalu koji se nalazi na stranici u bilo koje vrijeme.
\n\nIntechOpen nije formalno povezan niti s jednom vanjskom stranicom čije poveznice vode na www.intechopen.com, osim ako to nije izravno navedeno. Iz tog razloga IntechOpen nije odgovoran za sadržaj koji se pojavljuje na takvim stranicama. Poveznica na IntechOpenovu stranicu ne implicira povezanost sa IntechOpenom. Korištenje takvih poveznica isključiva je odgovornost korisnika.
\n\nZadržavamo pravo vlasništva nad cjelokupnom stranicom www.intechopen.com i nad svim materijalom na toj stranici. Koristeći se našim uslugama, slažete se da maknete sve poveznice na našu stranicu odmah nakon što to od vas zatražimo. Također, zadržavamo pravo da ove Odredbe i uvjete, i politiku o poveznicama izmjenimo u bilo koje vrijeme. Koristeći se poveznicama na naše stranice slažete se s ovim Odredbama i uvjetima.
\n\nAko smatrate da je bilo koja poveznica na našoj stranici sumnjiva iz bilo kojeg razloga, molimo vas da nas kontaktirate. U tom slučaju razmotrit ćemo micanje poveznice s naše stranice, iako nismo obvezni to napraviti.
\n\nBez prethodne privole i izričite pisane dozvole, ne možete stvarati okvire oko naših stranica ili koristiti druge tehnike koje na bilo koji način mogu promijeniti prezentaciju ili izgled naše stranice.
\n\nIntechOpen može ove Odredbe izmijeniti u bilo koje vrijeme i bez prethodne obavijesti. Koristeći ovu stranicu vi se slažete s trenutnim Odredbama i uvjetima koje su na snazi.
\n\nOve Odredbe i uvjeti su sastavljeni u skladu s odredbama prava Ujedinjenog Kraljevstva, a za sve sporove nadležan je sud u Londonu, Ujedinjeno Kraljevstvo.
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His studies in robotics lead him not only to a PhD degree but also inspired him to co-found and build the International Journal of Advanced Robotic Systems - world's first Open Access journal in the field of robotics.",institutionString:null,institution:{name:"TU Wien",country:{name:"Austria"}}},{id:"441",title:"Ph.D.",name:"Jaekyu",middleName:null,surname:"Park",slug:"jaekyu-park",fullName:"Jaekyu Park",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/441/images/1881_n.jpg",biography:null,institutionString:null,institution:{name:"LG Corporation (South Korea)",country:{name:"Korea, South"}}},{id:"465",title:"Dr",name:"Christian",middleName:null,surname:"Martens",slug:"christian-martens",fullName:"Christian Martens",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",biography:null,institutionString:null,institution:null},{id:"479",title:"Dr.",name:"Valentina",middleName:null,surname:"Colla",slug:"valentina-colla",fullName:"Valentina Colla",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/479/images/358_n.jpg",biography:null,institutionString:null,institution:{name:"Sant'Anna School of Advanced Studies",country:{name:"Italy"}}},{id:"494",title:"PhD",name:"Loris",middleName:null,surname:"Nanni",slug:"loris-nanni",fullName:"Loris Nanni",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/494/images/system/494.jpg",biography:"Loris Nanni received his Master Degree cum laude on June-2002 from the University of Bologna, and the April 26th 2006 he received his Ph.D. in Computer Engineering at DEIS, University of Bologna. On September, 29th 2006 he has won a post PhD fellowship from the university of Bologna (from October 2006 to October 2008), at the competitive examination he was ranked first in the industrial engineering area. He extensively served as referee for several international journals. He is author/coauthor of more than 100 research papers. He has been involved in some projects supported by MURST and European Community. 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From 1985 to 1986, he was a Research Fellow in the Research Institute for Electronic Equipment, ZZU AD, Plovdiv, Bulgaria. In 1986, he joined the Department of Control Systems, Technical University of Sofia at the Plovdiv campus, where he is presently a Full Professor. He has held long-term visiting Professor/Scholar positions at various institutions in South Korea, Turkey, Mexico, Greece, Belgium, UK, and Germany. And he has coauthored one book and authored or coauthored more than 80 research papers in conference proceedings and journals. 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After finishing his P. hD degree in 1992, he served in the Industry as a Scientific Officer and continued his academic career as a visiting scholar for a number of educational institutions. In 1996 he joined National University of Science & Technology Pakistan (NUST) as an Associate Professor; NUST is one of the top few universities in Pakistan. In 1999 he joined an International Company Lineo Inc, Canada as Manager Compiler Group, where he headed the group for developing Compiler Tool Chain and Porting of Operating Systems for the BLACKfin processor. The processor development was a joint venture by Intel and Analog Devices. In 2002 Lineo Inc., was taken over by another company, so he joined Aalborg University Denmark as an Assistant Professor.\nProfessor Akbar has truly a multi-disciplined career and he continued his legacy and making progress in many areas of his interests both in teaching and research. 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Trends in Wheat Research",subtitle:null,isOpenForSubmission:!1,hash:"89d795987f1747a76eee532700d2093d",slug:"current-trends-in-wheat-research",bookSignature:"Mahmood-ur-Rahman Ansari",coverURL:"https://cdn.intechopen.com/books/images_new/9670.jpg",editedByType:"Edited by",publishedDate:"May 11th 2022",editors:[{id:"185476",title:"Dr.",name:"Mahmood-ur-Rahman",middleName:null,surname:"Ansari",slug:"mahmood-ur-rahman-ansari",fullName:"Mahmood-ur-Rahman Ansari"}],equalEditorOne:null,equalEditorTwo:null,equalEditorThree:null,productType:{id:"1",chapterContentType:"chapter",authoredCaption:"Edited by"}}]},subject:{topic:{id:"785",title:"Geomatics",slug:"geomatics",parent:{id:"118",title:"Environmental Engineering",slug:"engineering-environmental-engineering"},numberOfBooks:2,numberOfSeries:0,numberOfAuthorsAndEditors:40,numberOfWosCitations:18,numberOfCrossrefCitations:13,numberOfDimensionsCitations:23,videoUrl:null,fallbackUrl:null,description:null},booksByTopicFilter:{topicId:"785",sort:"-publishedDate",limit:12,offset:0},booksByTopicCollection:[{type:"book",id:"7465",title:"Trends in Geomatics",subtitle:"An Earth Science Perspective",isOpenForSubmission:!1,hash:"a32ff40d6c47e2b545b92d5075508c9c",slug:"trends-in-geomatics-an-earth-science-perspective",bookSignature:"Rifaat Abdalla",coverURL:"https://cdn.intechopen.com/books/images_new/7465.jpg",editedByType:"Edited by",editors:[{id:"222877",title:"Dr.",name:"Rifaat",middleName:null,surname:"Abdalla",slug:"rifaat-abdalla",fullName:"Rifaat Abdalla"}],equalEditorOne:null,equalEditorTwo:null,equalEditorThree:null,productType:{id:"1",chapterContentType:"chapter",authoredCaption:"Edited by"}},{type:"book",id:"5246",title:"Geospatial Technology",subtitle:"Environmental and Social Applications",isOpenForSubmission:!1,hash:"79ea6b081cf0704d747c97857464d3fd",slug:"geospatial-technology-environmental-and-social-applications",bookSignature:"Pasquale Imperatore and Antonio Pepe",coverURL:"https://cdn.intechopen.com/books/images_new/5246.jpg",editedByType:"Edited by",editors:[{id:"4222",title:"Dr.",name:"Pasquale",middleName:null,surname:"Imperatore",slug:"pasquale-imperatore",fullName:"Pasquale Imperatore"}],equalEditorOne:null,equalEditorTwo:null,equalEditorThree:null,productType:{id:"1",chapterContentType:"chapter",authoredCaption:"Edited by"}}],booksByTopicTotal:2,seriesByTopicCollection:[],seriesByTopicTotal:0,mostCitedChapters:[{id:"51565",doi:"10.5772/64214",title:"Collaborative Uses of Geospatial Technology to Support Climate Change Adaptation in Indigenous Communities of the Circumpolar North",slug:"collaborative-uses-of-geospatial-technology-to-support-climate-change-adaptation-in-indigenous-commu",totalDownloads:1457,totalCrossrefCites:2,totalDimensionsCites:5,abstract:"A literature review is conducted of geospatial technologies in community-based research on ice and mobility among Indigenous people of the circumpolar north. Numerous studies explore the use of traditional knowledge in the Arctic on sea ice, but limited evidence of community-based research in sub-Arctic communities and in freshwater ice systems is found. Geographical Information Systems (GIS) and remote sensing tools have been applied in a variety of ways in support of community adaptations. These include the production of living memory maps, ice classification systems, and geodatabases that reflect the relationship-building nature of collaborations between Indigenous traditional knowledge holders and scientists. Satellite imagery—particularly synthetic aperture radar (SAR)—is widely used to characterize traditional understandings of ice to help tailor geospatial tools, climate research, and early warning systems, so that they may be used more effectively to address community interests and needs. As numerous mapping platforms have been developed in the circumpolar north, there are important considerations with respect to data management, Indigenous rights, and data sharing. We see opportunities for further research in lake and river ice, and in further developing early warning systems to address the growing problem of unpredictable ice regimes in Arctic and sub-Arctic regions.",book:{id:"5246",slug:"geospatial-technology-environmental-and-social-applications",title:"Geospatial Technology",fullTitle:"Geospatial Technology - Environmental and Social Applications"},signatures:"Megan Sheremata, Leonard J.S. Tsuji and William A. Gough",authors:[{id:"182233",title:"Ph.D. Student",name:"Megan",middleName:null,surname:"Sheremata",slug:"megan-sheremata",fullName:"Megan Sheremata"},{id:"182238",title:"Prof.",name:"William A.",middleName:null,surname:"Gough",slug:"william-a.-gough",fullName:"William A. Gough"},{id:"182241",title:"Prof.",name:"Leonard J. S.",middleName:null,surname:"Tsuji",slug:"leonard-j.-s.-tsuji",fullName:"Leonard J. S. Tsuji"}]},{id:"51625",doi:"10.5772/64303",title:"Participatory Mapping to Disrupt Unjust Urban Trajectories in Lima",slug:"participatory-mapping-to-disrupt-unjust-urban-trajectories-in-lima",totalDownloads:1643,totalCrossrefCites:3,totalDimensionsCites:4,abstract:"This chapter shares the experience of two action research projects ReMap Lima and cLIMA sin Riego, where mapping has been used with three main objectives: to make visible what is otherwise ‘invisible’; to open up dialogue between different stakeholders in the city and to arrive at concrete actions, collectively negotiated between citizens and policy makers. Two case study sites were chosen in Lima, Peru: Barrios Altos (BA) in the historic centre and José Carlos Mariátegui (JCM) at the edge of the city. The approach adopted applies a participatory action methodology based on grounded applications and advanced technologies for community-led mapping and visualisation. The chapter reflects upon three interrelated sites of the mapping process: the reading, writing and audiencing of maps and explores how these can provide opportunities to break away from the polar positions often established between Claimant/ marginalised group and the state, thus aiming to contribute to a process of spatial co-learning across typically confronted actors. The two case studies show different possibilities for interrogating the city to provide a spatially and socially grounded way of co-producing knowledge for action that can contribute to the planning of just urban futures.",book:{id:"5246",slug:"geospatial-technology-environmental-and-social-applications",title:"Geospatial Technology",fullTitle:"Geospatial Technology - Environmental and Social Applications"},signatures:"Rita Lambert and Adriana Allen",authors:[{id:"183462",title:"Dr.",name:"Adriana",middleName:null,surname:"Allen",slug:"adriana-allen",fullName:"Adriana Allen"},{id:"184062",title:"Dr.",name:"Rita",middleName:null,surname:"Lambert",slug:"rita-lambert",fullName:"Rita Lambert"}]},{id:"51416",doi:"10.5772/64250",title:"Satellite SAR Interferometry for Earth’s Crust Deformation Monitoring and Geological Phenomena Analysis",slug:"satellite-sar-interferometry-for-earth-s-crust-deformation-monitoring-and-geological-phenomena-analy",totalDownloads:1441,totalCrossrefCites:2,totalDimensionsCites:4,abstract:"Synthetic aperture radar interferometry (InSAR) and the related processing techniques provide a unique tool for the quantitative measurement of the Earth’s surface deformation associated with certain geophysical processes (such as volcanic eruptions, landslides and earthquakes), thus making possible long-term monitoring of surface deformation and analysis of relevant geodynamic phenomena. This chapter provides an application-oriented perspective on the spaceborne InSAR technology with emphasis on subsequent geophysical investigations. First, the fundamentals of radar interferometry and differential interferometry, as well as error sources, are briefly introduced. Emphasis is then placed on the realistic simulation of the underlying geophysics processes, thus offering an unfolded perspective on both analytical and numerical approaches for modeling deformation sources. Finally, various experimental investigations conducted by acquiring SAR multitemporal observations on areas subject to deformation processes of particular geological interest are presented and discussed.",book:{id:"5246",slug:"geospatial-technology-environmental-and-social-applications",title:"Geospatial Technology",fullTitle:"Geospatial Technology - Environmental and Social Applications"},signatures:"Giuseppe Solaro, Pasquale Imperatore and Antonio Pepe",authors:[{id:"4222",title:"Dr.",name:"Pasquale",middleName:null,surname:"Imperatore",slug:"pasquale-imperatore",fullName:"Pasquale Imperatore"},{id:"99269",title:"Dr.",name:"Antonio",middleName:null,surname:"Pepe",slug:"antonio-pepe",fullName:"Antonio Pepe"},{id:"182234",title:"Ph.D.",name:"Giuseppe",middleName:null,surname:"Solaro",slug:"giuseppe-solaro",fullName:"Giuseppe Solaro"}]},{id:"51731",doi:"10.5772/64527",title:"Estimation and Uncertainty Assessment of Surface Microclimate Indicators at Local Scale Using Airborne Infrared Thermography and Multispectral Imagery",slug:"estimation-and-uncertainty-assessment-of-surface-microclimate-indicators-at-local-scale-using-airbor",totalDownloads:1469,totalCrossrefCites:1,totalDimensionsCites:2,abstract:"A precise estimation and the characterization of the spatial variability of microclimate conditions (MCCs) are essential for risk assessment and site-specific management of vector-borne diseases and crop pests. The objective of this study was to estimate at local scale, and assess the uncertainties of Surface Microclimate Indicators (SMIs) derived from airborne infrared thermography and multispectral imaging. SMIs including Surface Temperature (ST) were estimated in southern Quebec, Canada. The formulation of their uncertainties was based on in-situ observations and the law of propagation of uncertainty. SMIs showed strong local variability and intra-plot variability of MCCs in the study area. The ST values ranged from 290 K to 331 K. They varied more than 17 K on vegetable crop fields. The correlation between ST and in-situ observations was very high (r = 0.99, p = 0.010). The uncertainty and the bias of ST compared to in-situ observations were 0.73 K and ±1.42 K respectively. This study demonstrated that very high spatial resolution multispectral imaging and infrared thermography present a good potential for the characterization of the MCCs that govern the abundance and the behavior of disease vectors and crop pests in a given area.",book:{id:"5246",slug:"geospatial-technology-environmental-and-social-applications",title:"Geospatial Technology",fullTitle:"Geospatial Technology - Environmental and Social Applications"},signatures:"Serge Olivier Kotchi, Nathalie Barrette, Alain A. Viau, Jae-Dong\nJang, Valéry Gond and Mir Abolfazl Mostafavi",authors:[{id:"31099",title:"Prof.",name:"Mir Abolfazl",middleName:null,surname:"Mostafavi",slug:"mir-abolfazl-mostafavi",fullName:"Mir Abolfazl Mostafavi"},{id:"181360",title:"Ph.D.",name:"Serge Olivier",middleName:null,surname:"Kotchi",slug:"serge-olivier-kotchi",fullName:"Serge Olivier Kotchi"},{id:"188549",title:"Dr.",name:"Nathalie",middleName:null,surname:"Barrette",slug:"nathalie-barrette",fullName:"Nathalie Barrette"},{id:"188550",title:"Dr.",name:"Alain A.",middleName:null,surname:"Viau",slug:"alain-a.-viau",fullName:"Alain A. Viau"},{id:"188551",title:"Dr.",name:"Jae-Dong",middleName:null,surname:"Jang",slug:"jae-dong-jang",fullName:"Jae-Dong Jang"},{id:"188552",title:"Dr.",name:"Valery",middleName:null,surname:"Gond",slug:"valery-gond",fullName:"Valery Gond"}]},{id:"51786",doi:"10.5772/64528",title:"GIS Applications in Agronomy",slug:"gis-applications-in-agronomy",totalDownloads:3022,totalCrossrefCites:1,totalDimensionsCites:2,abstract:"Agronomy is a branch of agriculture that deals with soil and crop. Soil varies in space and is responsible for variation in the growth and yield of crops on the field. This variation in the yields of crops planted and monitored on the same parcel of land under the same environmental conditions has been a great concern to farmers. Spatial variations of soil nutrients status, as caused by topography, soil texture and management practices, have been observed across the fields. Hence, the need to separate the field into site specific management units using geographical information systems (GIS) for effective soil and crop management in order to obtain optimum productivity. Over the years, field sizes, farming direction, locations of fences, rotations and fertility programmes have changed the nutritional status of the farms. Consequently, the productivity of the soil has equally been affected. In spite of these factors, conventional agriculture treats an entire field uniformly with respect to the application of fertiliser, pesticides, soil amendments and other chemical application. The use of GIS will help farmers to overcome over- or under-applications of fertiliser and other agrochemical applications. The potential of GIS application in agronomy is obviously large. However, the GIS user community in the field of agronomy is rather small compared to other business sectors. To advance the use of GIS in agronomic studies, this Chapter in book tends to explore the applications of GIS to some fields in agronomy.",book:{id:"5246",slug:"geospatial-technology-environmental-and-social-applications",title:"Geospatial Technology",fullTitle:"Geospatial Technology - Environmental and Social Applications"},signatures:"Suarau O. Oshunsanya and OrevaOghene Aliku",authors:[{id:"175778",title:"Dr.",name:"Suarau",middleName:null,surname:"Oshunsanya",slug:"suarau-oshunsanya",fullName:"Suarau Oshunsanya"},{id:"176082",title:"Mr.",name:"OrevaOghene",middleName:null,surname:"Aliku",slug:"orevaoghene-aliku",fullName:"OrevaOghene Aliku"}]}],mostDownloadedChaptersLast30Days:[{id:"62267",title:"Identification of Karst Forms Using LiDAR Technology: Cozumel Island, Mexico",slug:"identification-of-karst-forms-using-lidar-technology-cozumel-island-mexico",totalDownloads:949,totalCrossrefCites:1,totalDimensionsCites:2,abstract:"Morphological relief analysis allows the identification of geomorphological forms and cartographic-environmental studies make extensive use of the medium (1:50,000) and large scale (1:250,000), where the topographical contrast is evident. However, at a detailed scale (<1:20,000) and for territories where the contrast of relief does not exceed 10 m in height, the morphological analyses must be adapted accordingly, because they contribute information to altimetry studies and to the topographic configuration of units. Thus, through visual interpretation and manipulation of high-resolution topographical LiDAR data from Cozumel Island, a relief analysis is presented at a detailed scale for the purpose of recognizing the geomorphological units of karst origin, using altimetry and slope cartography, digital models of elevation, and shading that permits the identification of 109 new exokarstic doline and uvala formations.",book:{id:"7465",slug:"trends-in-geomatics-an-earth-science-perspective",title:"Trends in Geomatics",fullTitle:"Trends in Geomatics - An Earth Science Perspective"},signatures:"Oscar Frausto-Martínez, Norma Angelica Zapi-Salazar and Orlando\nColin-Olivares",authors:[{id:"185429",title:"Dr.",name:"Oscar",middleName:null,surname:"Frausto-Martinez",slug:"oscar-frausto-martinez",fullName:"Oscar Frausto-Martinez"},{id:"258227",title:"MSc.",name:"Orlando",middleName:null,surname:"Colin - Olivares",slug:"orlando-colin-olivares",fullName:"Orlando Colin - Olivares"},{id:"258228",title:"MSc.",name:"Norma Angélica",middleName:null,surname:"Zapi - Salazar",slug:"norma-angelica-zapi-salazar",fullName:"Norma Angélica Zapi - Salazar"}]},{id:"64109",title:"Mathematical Analysis of Some Typical Problems in Geodesy by Means of Computer Algebra",slug:"mathematical-analysis-of-some-typical-problems-in-geodesy-by-means-of-computer-algebra",totalDownloads:922,totalCrossrefCites:0,totalDimensionsCites:1,abstract:"There are many complicated and fussy mathematical analysis processes in geodesy, such as the power series expansions of the ellipsoid’s eccentricity, high order derivation of complex and implicit functions, operation of trigonometric function, expansions of special functions and integral transformation. Taking some typical mathematical analysis processes in geodesy as research objects, the computer algebra analysis are systematically carried out to bread, deep and detailed extent with the help of computer algebra analysis method and the powerful ability of mathematical analysis of computer algebra system. The forward and inverse expansions of the meridian arc in geometric geodesy, the nonsingular expressions of singular integration in physical geodesy and the series expansions of direct transformations between three anomalies in satellite geodesy are established, which have more concise form, stricter theory basis and higher accuracy compared to traditional ones. The breakthrough and innovation of some mathematical analysis problems in the special field of geodesy are realized, which will further enrich and perfect the theoretical system of geodesy.",book:{id:"7465",slug:"trends-in-geomatics-an-earth-science-perspective",title:"Trends in Geomatics",fullTitle:"Trends in Geomatics - An Earth Science Perspective"},signatures:"Hou-pu Li and Shao-feng Bian",authors:[{id:"141289",title:"Prof.",name:"Shao-Feng",middleName:null,surname:"Bian",slug:"shao-feng-bian",fullName:"Shao-Feng Bian"},{id:"141296",title:"Dr.",name:"Hou-Pu",middleName:null,surname:"Li",slug:"hou-pu-li",fullName:"Hou-Pu Li"}]},{id:"51786",title:"GIS Applications in Agronomy",slug:"gis-applications-in-agronomy",totalDownloads:3022,totalCrossrefCites:1,totalDimensionsCites:2,abstract:"Agronomy is a branch of agriculture that deals with soil and crop. Soil varies in space and is responsible for variation in the growth and yield of crops on the field. This variation in the yields of crops planted and monitored on the same parcel of land under the same environmental conditions has been a great concern to farmers. Spatial variations of soil nutrients status, as caused by topography, soil texture and management practices, have been observed across the fields. Hence, the need to separate the field into site specific management units using geographical information systems (GIS) for effective soil and crop management in order to obtain optimum productivity. Over the years, field sizes, farming direction, locations of fences, rotations and fertility programmes have changed the nutritional status of the farms. Consequently, the productivity of the soil has equally been affected. In spite of these factors, conventional agriculture treats an entire field uniformly with respect to the application of fertiliser, pesticides, soil amendments and other chemical application. The use of GIS will help farmers to overcome over- or under-applications of fertiliser and other agrochemical applications. The potential of GIS application in agronomy is obviously large. However, the GIS user community in the field of agronomy is rather small compared to other business sectors. To advance the use of GIS in agronomic studies, this Chapter in book tends to explore the applications of GIS to some fields in agronomy.",book:{id:"5246",slug:"geospatial-technology-environmental-and-social-applications",title:"Geospatial Technology",fullTitle:"Geospatial Technology - Environmental and Social Applications"},signatures:"Suarau O. Oshunsanya and OrevaOghene Aliku",authors:[{id:"175778",title:"Dr.",name:"Suarau",middleName:null,surname:"Oshunsanya",slug:"suarau-oshunsanya",fullName:"Suarau Oshunsanya"},{id:"176082",title:"Mr.",name:"OrevaOghene",middleName:null,surname:"Aliku",slug:"orevaoghene-aliku",fullName:"OrevaOghene Aliku"}]},{id:"51468",title:"Increasing the Adaptive Capacity of Indigenous People to Environmental Change: The Potential Use of an Innovative, Web-Based, Collaborative-Geomatics Informatics Tool to Reduce the Degree of Exposure of First Nations Cree to Hazardous Travel Routes",slug:"increasing-the-adaptive-capacity-of-indigenous-people-to-environmental-change-the-potential-use-of-a",totalDownloads:1433,totalCrossrefCites:0,totalDimensionsCites:0,abstract:"The arctic and subarctic regions of Canada are experiencing amplified climate change impacts, which are disproportionately impacting Canadian indigenous populations’ ability to safely travel on land to acquire resources. Less predictable and more dangerous travel conditions are impacting not only the health and safety of individuals but also the traditional lifestyles that are vital to the cultural well-being of these indigenous communities. The University of Waterloo’s Computer Systems Group has developed a novel decision-support tool termed “Collaborative-Geomatics.” This web-based informatics tool can allow for the community to monitor, in real-time, the safety of travel routes. Using handheld GPS tracking systems, the utility of the geomatics system to present real-time travel conditions was carried out in a Canadian First Nations community, located along the Western James Bay coast. The results of this study showed that the collaborative-geomatics tool offers the potential to monitor and store information on the safety of travel routes, helping to promote adaptive capacity and aid in knowledge transfer within arctic and subarctic indigenous communities.",book:{id:"5246",slug:"geospatial-technology-environmental-and-social-applications",title:"Geospatial Technology",fullTitle:"Geospatial Technology - Environmental and Social Applications"},signatures:"Christine D. Barbeau, Donald Cowan and Leonard J.S. Tsuji",authors:[{id:"181883",title:"Ph.D. Student",name:"Christine",middleName:null,surname:"Barbeau",slug:"christine-barbeau",fullName:"Christine Barbeau"},{id:"186196",title:"Dr.",name:"Don",middleName:null,surname:"Cowan",slug:"don-cowan",fullName:"Don Cowan"}]},{id:"64719",title:"Architectural Design and Prototyping of Co-PPGIS: A Groupware-Based Online Synchronous Collaborative PPGIS to Support Municipality Development and Planning Management Workflows",slug:"architectural-design-and-prototyping-of-co-ppgis-a-groupware-based-online-synchronous-collaborative-",totalDownloads:1064,totalCrossrefCites:1,totalDimensionsCites:1,abstract:"Co-PPGIS has a wide variety of applications like municipal planning, emergency response, public health and security, etc. The main focus of this chapter is on the development and design of a Web Collaborative PPGIS (Co-PPGIS) infrastructure. As part of municipality’s planning and management services, Co-PPGIS is developed for real-time map sharing application system. Co-PPGIS is an effective and essential online meeting system for supporting group collaborations on geographic information such as maps and imageries, and capturing and sharing of local/domain knowledge in real time. Co-PPGIS permits amalgamation of geospatial data and collaborator’s input in the form of geo-referenced notations. It incorporates coherent components as map sharing, real-time chat, video conferencing, geo-referenced textual and graphical notations. The study aims to focus on public participation and geo-collaboration facilitated with information sharing, interactive geo-conferencing, real-time map, and data sharing with tools to draw features or add annotation to the map while discussions, uploading documents, and live communication. Co-PPGIS provides an efficient and reliable platform that will significantly reduce the time to acquire, process, and analyze data. The significance of this study is to contribute to existing public participation practices, to municipal planning, to decision-making, or to geographic information science.",book:{id:"7465",slug:"trends-in-geomatics-an-earth-science-perspective",title:"Trends in Geomatics",fullTitle:"Trends in Geomatics - An Earth Science Perspective"},signatures:"Muhammad A. Butt, Syed Amer Mahmood, Javed Sami, Jahanzeb\nQureshi, Muhammad Kashif Nazir, Amer Masood, Khadija Waheed\nand Aysha Khalid",authors:[{id:"3899",title:"Mr.",name:"Syed Amer",middleName:null,surname:"Mahmood",slug:"syed-amer-mahmood",fullName:"Syed Amer Mahmood"},{id:"242037",title:"Dr.",name:"M. Atif",middleName:null,surname:"Butt",slug:"m.-atif-butt",fullName:"M. 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Dr. Koprowski has authored more than a hundred research papers with dozens in impact factor (IF) journals and has authored or co-authored six books. Additionally, he is the author of several national and international patents in the field of biomedical devices and imaging. Since 2011, he has been a reviewer of grants and projects (including EU projects) in biomedical engineering.",institutionString:null,institution:{name:"University of Silesia",institutionURL:null,country:{name:"Poland"}}},subseries:[{id:"7",title:"Bioinformatics and Medical Informatics",keywords:"Biomedical Data, Drug Discovery, Clinical Diagnostics, Decoding Human Genome, AI in Personalized Medicine, Disease-prevention Strategies, Big Data Analysis in Medicine",scope:"Bioinformatics aims to help understand the functioning of the mechanisms of living organisms through the construction and use of quantitative tools. The applications of this research cover many related fields, such as biotechnology and medicine, where, for example, Bioinformatics contributes to faster drug design, DNA analysis in forensics, and DNA sequence analysis in the field of personalized medicine. Personalized medicine is a type of medical care in which treatment is customized individually for each patient. Personalized medicine enables more effective therapy, reduces the costs of therapy and clinical trials, and also minimizes the risk of side effects. Nevertheless, advances in personalized medicine would not have been possible without bioinformatics, which can analyze the human genome and other vast amounts of biomedical data, especially in genetics. The rapid growth of information technology enabled the development of new tools to decode human genomes, large-scale studies of genetic variations and medical informatics. The considerable development of technology, including the computing power of computers, is also conducive to the development of bioinformatics, including personalized medicine. In an era of rapidly growing data volumes and ever lower costs of generating, storing and computing data, personalized medicine holds great promises. Modern computational methods used as bioinformatics tools can integrate multi-scale, multi-modal and longitudinal patient data to create even more effective and safer therapy and disease prevention methods. Main aspects of the topic are: Applying bioinformatics in drug discovery and development; Bioinformatics in clinical diagnostics (genetic variants that act as markers for a condition or a disease); Blockchain and Artificial Intelligence/Machine Learning in personalized medicine; Customize disease-prevention strategies in personalized medicine; Big data analysis in personalized medicine; Translating stratification algorithms into clinical practice of personalized medicine.",annualVolume:11403,isOpenForSubmission:!0,coverUrl:"https://cdn.intechopen.com/series_topics/covers/7.jpg",editor:{id:"351533",title:"Dr.",name:"Slawomir",middleName:null,surname:"Wilczynski",fullName:"Slawomir Wilczynski",profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0033Y000035U1loQAC/Profile_Picture_1630074514792",institutionString:null,institution:{name:"Medical University of Silesia",institutionURL:null,country:{name:"Poland"}}},editorTwo:null,editorThree:null,editorialBoard:[{id:"5886",title:"Dr.",name:"Alexandros",middleName:"T.",surname:"Tzallas",fullName:"Alexandros Tzallas",profilePictureURL:"https://mts.intechopen.com/storage/users/5886/images/system/5886.png",institutionString:"University of Ioannina, Greece & Imperial College London",institution:{name:"University of Ioannina",institutionURL:null,country:{name:"Greece"}}},{id:"257388",title:"Distinguished Prof.",name:"Lulu",middleName:null,surname:"Wang",fullName:"Lulu Wang",profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0030O00002bRX6kQAG/Profile_Picture_1630329584194",institutionString:null,institution:{name:"Shenzhen Technology University",institutionURL:null,country:{name:"China"}}},{id:"225387",title:"Prof.",name:"Reda",middleName:"R.",surname:"Gharieb",fullName:"Reda Gharieb",profilePictureURL:"https://mts.intechopen.com/storage/users/225387/images/system/225387.jpg",institutionString:"Assiut University",institution:{name:"Assiut University",institutionURL:null,country:{name:"Egypt"}}}]},{id:"8",title:"Bioinspired Technology and Biomechanics",keywords:"Bioinspired Systems, Biomechanics, Assistive Technology, Rehabilitation",scope:'Bioinspired technologies take advantage of understanding the actual biological system to provide solutions to problems in several areas. Recently, bioinspired systems have been successfully employing biomechanics to develop and improve assistive technology and rehabilitation devices. The research topic "Bioinspired Technology and Biomechanics" welcomes studies reporting recent advances in bioinspired technologies that contribute to individuals\' health, inclusion, and rehabilitation. Possible contributions can address (but are not limited to) the following research topics: Bioinspired design and control of exoskeletons, orthoses, and prostheses; Experimental evaluation of the effect of assistive devices (e.g., influence on gait, balance, and neuromuscular system); Bioinspired technologies for rehabilitation, including clinical studies reporting evaluations; Application of neuromuscular and biomechanical models to the development of bioinspired technology.',annualVolume:11404,isOpenForSubmission:!0,coverUrl:"https://cdn.intechopen.com/series_topics/covers/8.jpg",editor:{id:"144937",title:"Prof.",name:"Adriano",middleName:"De Oliveira",surname:"Andrade",fullName:"Adriano Andrade",profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0030O00002bRC8QQAW/Profile_Picture_1625219101815",institutionString:null,institution:{name:"Federal University of Uberlândia",institutionURL:null,country:{name:"Brazil"}}},editorTwo:null,editorThree:null,editorialBoard:[{id:"49517",title:"Prof.",name:"Hitoshi",middleName:null,surname:"Tsunashima",fullName:"Hitoshi Tsunashima",profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0030O00002aYTP4QAO/Profile_Picture_1625819726528",institutionString:null,institution:{name:"Nihon University",institutionURL:null,country:{name:"Japan"}}},{id:"425354",title:"Dr.",name:"Marcus",middleName:"Fraga",surname:"Vieira",fullName:"Marcus Vieira",profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0033Y00003BJSgIQAX/Profile_Picture_1627904687309",institutionString:null,institution:{name:"Universidade Federal de Goiás",institutionURL:null,country:{name:"Brazil"}}},{id:"196746",title:"Dr.",name:"Ramana",middleName:null,surname:"Vinjamuri",fullName:"Ramana Vinjamuri",profilePictureURL:"https://mts.intechopen.com/storage/users/196746/images/system/196746.jpeg",institutionString:"University of Maryland, Baltimore County",institution:{name:"University of Maryland, Baltimore County",institutionURL:null,country:{name:"United States of America"}}}]},{id:"9",title:"Biotechnology - Biosensors, Biomaterials and Tissue Engineering",keywords:"Biotechnology, Biosensors, Biomaterials, Tissue Engineering",scope:"The Biotechnology - Biosensors, Biomaterials and Tissue Engineering topic within the Biomedical Engineering Series aims to rapidly publish contributions on all aspects of biotechnology, biosensors, biomaterial and tissue engineering. We encourage the submission of manuscripts that provide novel and mechanistic insights that report significant advances in the fields. Topics can include but are not limited to: Biotechnology such as biotechnological products and process engineering; Biotechnologically relevant enzymes and proteins; Bioenergy and biofuels; Applied genetics and molecular biotechnology; Genomics, transcriptomics, proteomics; Applied microbial and cell physiology; Environmental biotechnology; Methods and protocols. Moreover, topics in biosensor technology, like sensors that incorporate enzymes, antibodies, nucleic acids, whole cells, tissues and organelles, and other biological or biologically inspired components will be considered, and topics exploring transducers, including those based on electrochemical and optical piezoelectric, thermal, magnetic, and micromechanical elements. Chapters exploring biomaterial approaches such as polymer synthesis and characterization, drug and gene vector design, biocompatibility, immunology and toxicology, and self-assembly at the nanoscale, are welcome. Finally, the tissue engineering subcategory will support topics such as the fundamentals of stem cells and progenitor cells and their proliferation, differentiation, bioreactors for three-dimensional culture and studies of phenotypic changes, stem and progenitor cells, both short and long term, ex vivo and in vivo implantation both in preclinical models and also in clinical trials.",annualVolume:11405,isOpenForSubmission:!0,coverUrl:"https://cdn.intechopen.com/series_topics/covers/9.jpg",editor:{id:"126286",title:"Dr.",name:"Luis",middleName:"Jesús",surname:"Villarreal-Gómez",fullName:"Luis Villarreal-Gómez",profilePictureURL:"https://mts.intechopen.com/storage/users/126286/images/system/126286.jpg",institutionString:null,institution:{name:"Autonomous University of Baja California",institutionURL:null,country:{name:"Mexico"}}},editorTwo:null,editorThree:null,editorialBoard:[{id:"35539",title:"Dr.",name:"Cecilia",middleName:null,surname:"Cristea",fullName:"Cecilia Cristea",profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0030O00002aYQ65QAG/Profile_Picture_1621007741527",institutionString:null,institution:{name:"Iuliu Hațieganu University of Medicine and Pharmacy",institutionURL:null,country:{name:"Romania"}}},{id:"40735",title:"Dr.",name:"Gil",middleName:"Alberto Batista",surname:"Gonçalves",fullName:"Gil Gonçalves",profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0030O00002aYRLGQA4/Profile_Picture_1628492612759",institutionString:null,institution:{name:"University of Aveiro",institutionURL:null,country:{name:"Portugal"}}},{id:"211725",title:"Associate Prof.",name:"Johann F.",middleName:null,surname:"Osma",fullName:"Johann F. Osma",profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0030O00002bSDv7QAG/Profile_Picture_1626602531691",institutionString:null,institution:{name:"Universidad de Los Andes",institutionURL:null,country:{name:"Colombia"}}},{id:"69697",title:"Dr.",name:"Mani T.",middleName:null,surname:"Valarmathi",fullName:"Mani T. Valarmathi",profilePictureURL:"https://mts.intechopen.com/storage/users/69697/images/system/69697.jpg",institutionString:"Religen Inc. | A Life Science Company, United States of America",institution:null},{id:"205081",title:"Dr.",name:"Marco",middleName:"Vinícius",surname:"Chaud",fullName:"Marco Chaud",profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0030O00002bSDGeQAO/Profile_Picture_1622624307737",institutionString:null,institution:{name:"Universidade de Sorocaba",institutionURL:null,country:{name:"Brazil"}}}]}]}},libraryRecommendation:{success:null,errors:{},institutions:[]},route:{name:"chapter.detail",path:"/chapters/78036",hash:"",query:{},params:{id:"78036"},fullPath:"/chapters/78036",meta:{},from:{name:null,path:"/",hash:"",query:{},params:{},fullPath:"/",meta:{}}}},function(){var e;(e=document.currentScript||document.scripts[document.scripts.length-1]).parentNode.removeChild(e)}()