Shear walls are specially designed structural members provided in the multi storey buildings to resist lateral forces. These walls have very high in plane strength and stiffness, which can resist large horizontal forces and can support gravity loads. There are lots of literatures available to design and analyse the shear wall. Ravi Kumar Vishwakarma | Vipin Kumar Tiwari "Seismic Analysis of G+10 Storey Building with Various Locations of Shear Walls using Etabs" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-4 , June 2021, URL: https://www.ijtsrd.compapers/ijtsrd43646.pdf Paper URL: https://www.ijtsrd.comengineering/structural-engineering/43646/seismic-analysis-of-g10-storey-building-with-various-locations-of-shear-walls-using-etabs/ravi-kumar-vishwakarma
Design & Analysis of High rise Building With & Without Floating Column Using ...IJSRD
At present buildings with floating column is a typical feature in the modern multistory construction in urban India. There are many projects in which floating columns are adopted, especially above the ground floor, where transfer girders are employed, so that more open space is available in the ground floor. As the load path in the floating columns is not continuous, they are more vulnerable to the seismic activity. Sometimes, to meet the requirements these type of aspects cannot be avoided though these are not found to be of safe. Hence, an attempt is taken to study the behavior of a G+15 multi storey building in which some storey’s are considered for commercial purpose and remaining storey’s are for residential purpose. This paper studies the comparison & seismic analysis of the multistory buildings with floating column and without floating column. Finally, analysis & results in the high rise building such as storey drifts, storey displacement, and Base shear were shown in this study. Design and Analysis was carried out by using Extended Three Dimensional Analysis of Building Systems (ETABS) Software.
ANALYSIS AND DESIGN OF HIGH RISE BUILDING BY USING ETABSila vamsi krishna
RESULT OF ANALYSIS:
https://www.slideshare.net/ilavamsikrishna/results-of-etabs-on-high-rise-residential-buildings
ANALYSIS AND DESIGN OF BUILDING BY USING STAAD PRO PPT link :
https://www.slideshare.net/ilavamsikrishna/analysis-and-design-of-mutistoried-residential-building-by-using-staad-pro
FOR FULL REPORT:
vamsiila@gmail.com
Analysis and Design of Elevated Intez Water Tank based on Normal Frame Stagin...Venkataraju Badanapuri
Water is as important commodity as food and air for the existence of life. All plants and animals must have water to survive. If
there was no water there would be no life on earth. As water is very precious and due to the scarcity of drinking water in day-to-day life one
has to take care of every drop. Anelevated Intez water tank is used to store water for fire protection and potable drinking water within a
designated area or community over the daily requirement. Elevated Intez tanks allow the natural force of gravity to produce consistent water
pressure throughout the system. Elevated Intez water tanks are one of the most important structures in earthquake high regions. In major
cities and also in rural areas elevated or overhead water tanks forms an integral part of water supply scheme.
The presentation summarizes the project work done on "Seismic Analysis of Elevated Water Tank". Elevated water tanks are important structures that serve the function of supplying municipal water to the civil community. The stability of such structure is highly uncertain in the eve of earthquake. This project analyses the performance of such a structure in the eve of earthquake.
The project is done as a course requirement for undergraduate degree in May 2013. The degree in pursuit was "Bachelor of Technology in Civil Engineering" in National Institute of Technology in Tiruchirappalli (INDIA). The authors were in final year of the study during the making of the project.
ANALYSIS OF SOFT STOREY FOR MULTI STORYED BUILDING IN ZONE-4Ijripublishers Ijri
Multi-storey buildings are becoming increasingly common in developed and developing countries with the increase in
urbanization all over the world. Many of these buildings do not have structural walls at ground floor level to increase the
flexibility of the space for recreational use such as parking or for retail or commercial use. these buildings which possess
storey that are significantly weaker or more flexible than adjacent storey are known as soft storey buildings, these
are characterized by having a story which has a lot of open space. while the unobstructed space of the soft story might
be aesthetically or commercially desirable, it also means that there are less opportunities to install shear walls, specialized
walls which are designed to distribute lateral forces so that a building can cope with the swaying characteristic of
an earthquake.
Design & Analysis of High rise Building With & Without Floating Column Using ...IJSRD
At present buildings with floating column is a typical feature in the modern multistory construction in urban India. There are many projects in which floating columns are adopted, especially above the ground floor, where transfer girders are employed, so that more open space is available in the ground floor. As the load path in the floating columns is not continuous, they are more vulnerable to the seismic activity. Sometimes, to meet the requirements these type of aspects cannot be avoided though these are not found to be of safe. Hence, an attempt is taken to study the behavior of a G+15 multi storey building in which some storey’s are considered for commercial purpose and remaining storey’s are for residential purpose. This paper studies the comparison & seismic analysis of the multistory buildings with floating column and without floating column. Finally, analysis & results in the high rise building such as storey drifts, storey displacement, and Base shear were shown in this study. Design and Analysis was carried out by using Extended Three Dimensional Analysis of Building Systems (ETABS) Software.
ANALYSIS AND DESIGN OF HIGH RISE BUILDING BY USING ETABSila vamsi krishna
RESULT OF ANALYSIS:
https://www.slideshare.net/ilavamsikrishna/results-of-etabs-on-high-rise-residential-buildings
ANALYSIS AND DESIGN OF BUILDING BY USING STAAD PRO PPT link :
https://www.slideshare.net/ilavamsikrishna/analysis-and-design-of-mutistoried-residential-building-by-using-staad-pro
FOR FULL REPORT:
vamsiila@gmail.com
Analysis and Design of Elevated Intez Water Tank based on Normal Frame Stagin...Venkataraju Badanapuri
Water is as important commodity as food and air for the existence of life. All plants and animals must have water to survive. If
there was no water there would be no life on earth. As water is very precious and due to the scarcity of drinking water in day-to-day life one
has to take care of every drop. Anelevated Intez water tank is used to store water for fire protection and potable drinking water within a
designated area or community over the daily requirement. Elevated Intez tanks allow the natural force of gravity to produce consistent water
pressure throughout the system. Elevated Intez water tanks are one of the most important structures in earthquake high regions. In major
cities and also in rural areas elevated or overhead water tanks forms an integral part of water supply scheme.
The presentation summarizes the project work done on "Seismic Analysis of Elevated Water Tank". Elevated water tanks are important structures that serve the function of supplying municipal water to the civil community. The stability of such structure is highly uncertain in the eve of earthquake. This project analyses the performance of such a structure in the eve of earthquake.
The project is done as a course requirement for undergraduate degree in May 2013. The degree in pursuit was "Bachelor of Technology in Civil Engineering" in National Institute of Technology in Tiruchirappalli (INDIA). The authors were in final year of the study during the making of the project.
ANALYSIS OF SOFT STOREY FOR MULTI STORYED BUILDING IN ZONE-4Ijripublishers Ijri
Multi-storey buildings are becoming increasingly common in developed and developing countries with the increase in
urbanization all over the world. Many of these buildings do not have structural walls at ground floor level to increase the
flexibility of the space for recreational use such as parking or for retail or commercial use. these buildings which possess
storey that are significantly weaker or more flexible than adjacent storey are known as soft storey buildings, these
are characterized by having a story which has a lot of open space. while the unobstructed space of the soft story might
be aesthetically or commercially desirable, it also means that there are less opportunities to install shear walls, specialized
walls which are designed to distribute lateral forces so that a building can cope with the swaying characteristic of
an earthquake.
SEISMIC ANALYASIS AND DESIGN OF PROPOSED ELEVATED INTZ TYPE WATER TANK AT SBP...ijiert bestjournal
Elevated water tanks are one of the most important lifeline structures in earthquake prone regions. The major cities a nd also in rural areas . The elevated water tank is an integral part of water supply scheme,these structure has large mass concentrated at the top of slender supporting structures are especially vulnerable to horizontal forces due to earthquake. All over t he world,the elevated water tanks were collapsed or heavily damaged during the earthquake because of unsuitable design of supporting system or wrong selection of supporting system underestimated demand or strength. So it is very important to select proper supporting system and also need to study the response of elevated Intz water tank to dynamic forces by both equivalent static or dynamic method and to find out the design parameters for seismic analysis. It is also necessary to consider the sloshing effec t on container roof slab. This sloshing of water considerably different the parametric value used in design and economical in construction. This paper present the study of seismic performance of the elevated water tank for various seismic zones of India fo r various heights and capacity of elevated water tanks for different soil condition on earthquake forces.
This work is done as a part of B.Tech. degree requirements in Spring 2013 (Jan-May'13). The author was pursuing B.Tech. in Civil Engineering at the National Institute of Technology Tiruchirappalli during the making of this project.
ANALYSIS & DESIGN ASPECTS OF PRE-STRESSED MEMBERS USING F.R.P. TENDONSGirish Singh
The purpose of this investigation is mainly a brief explanation about the advantages of FRP over steel. The various uses and advantages of FRP are explained in this project. In this project, we have taken a section of 3m length, 200mm width and 300mm depth and using a parabolic tendon of eccentricity 100mm at the centre. We have design the section for FRP as well as steel with the above data. The final stresses obtained is being verified with the help of Ansys software. We have shown the result of steel straight tendon only in this mini project.
Seismic analysis of multi storey reinforced concrete buildings frame”ankialok
The opinion that designing new buildings to be Earthquake resistant will cause substantial additional costs is still among the constructional professionals. In a country of moderate seismicity adequate seismic resistance of new buildings may be achieved at no or no significant additional cost however the expenditure needed to ensure adequate seismic resistance may depend strongly on the approach selected during the conceptual design phase and the relevant design method. Regarding the conceptual design phase early collaboration between the architect and civil engineering is crucial.
ANALYSIS OF STEEL FRAMES WITH BRACINGS FOR SEISMIC LOADSIAEME Publication
In recent decants steel structure had played an important role in construction
industry. Providing strength, stability, ductility for buildings designed for seismic
loads. It is necessary to design a structure that can withstand under seismic loads.
Providing steel knee braces is one of the structural systems used to resist earthquake
forces on structures. Steel bracing is economical, easy to erect and occupies less
space which is flexible to design to meet the required strength and stiffness. There are
various types of steel bracing (X, knee bracing). In knee brace frame system (KBFS)
the non-buckling diagonal bracing provide most of the lateral stiffness, the flexural
yielding of knee element. In our project a 6 storey steel frame building with knee
bracing system with floor plan of 9 m x 9m is considered. We studied the performance
of a 6 storied steel frame building with knee bracing system and compared with bare
frame. Pushover analysis, equivalent static analysis, Response Spectrum analysis,
Time history analysis is performed in ETABS based on IS 1893:2002 (part 1)
guidelines. The manual calculation was done on the basis of Equivalent static analysis
and Response spectrum analysis to find out base shear for foundation and lateral
force for each storey deck slab and compared the values with bare frame. Depending
on the complexity in the problem for bracing models, we had used Etabs software in
order to analysis the Base shear and lateral shear. The results were plotted in the
form of graphs and tables for their inter storey drift and inter storey displacement.
Analysis and Design of Intz Water Tank by Using Staad Proijtsrd
The Intze principle is a name given to two engineering principles both named after the hydraulic engineer Otto Intze. In the one case the Intze principle relates to a type of water tower, in the other a type dam. Circular tanks with flat bottom as well as with domical bottom In the flat bottom the thickness and reinforcement is found to be heavy. In the domed bottom though the thickness and reinforcement in the dome is normal, the reinforcement in the ring beam is excessive. Therefore in the cases of large diameter tanks and economical alternative would be to reduce its diameter at its bottom by conical dome. Such a tank is known as Intze tank and is very commonly used. The main advantage of Intze tank is that the inward radial thrust of the conical bottom balances the outward radial thrust of the spherical bottom. Roshan Kumar Pakhale | Dr. Rajeev Singh Parihar | Dr. Abhay Kumar Jha "Analysis & Design of Intz Water Tank by Using Staad Pro" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-6 | Issue-3 , April 2022, URL: https://www.ijtsrd.com/papers/ijtsrd49569.pdf Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/49569/analysis-and-design-of-intz-water-tank-by-using-staad-pro/roshan-kumar-pakhale
DESIGN AND ANALYSIS OF MULTI STORIED STRUCTURES USING STATIC NON LINEAR ANALYSISIjripublishers Ijri
In plan during the seismic excitation using nonlinear static analysis (pushover) have been performed on the
same structure. The literature pertaining to pushover analysis is reviewed. The pushover analysis adopted
in the present study is on similar lines with the procedure presented by Ashraf Habibullah and Stephen
Pyle using ETABS V 9.7 structural analysis software. The effect of earthquake force in a idealized G+4 story
building under maximum earthquake zone, with the help of pushover analysis has been investigated and
the results were compared in terms of base shear, displacement, spectral acceleration, spectral displacement
and effective damping and effective time period .to strengthen the symmetric and un symmetric RCC
framed buildings` steel braces are included by using retrofitting method.
Pushover is a static-nonlinear analysis method where a structure is subjected to gravity loading and a monotonic displacement-controlled lateral load pattern which continuously increases through elastic and inelastic behavior until an ultimate condition is reached. Lateral load may represent the range of base shear induced by earthquake loading, and its configuration may be proportional to the distribution of mass along building height, mode shapes, or another practical means.
The static pushover analysis is becoming a popular tool for seismic performance evaluation of existing and new structures. The expectation is that the pushover analysis will provide adequate information on seismic demands imposed by the design ground motion on the structural system and its components. The purpose of the paper is to summarize the basic concepts on which the pushover analysis can be based, assess the accuracy of pushover predictions, identify conditions under which the pushover will provide adequate information and, perhaps more importantly, identify cases in which the pushover predictions will be inadequate or even misleading.
SEISMIC ANALYASIS AND DESIGN OF PROPOSED ELEVATED INTZ TYPE WATER TANK AT SBP...ijiert bestjournal
Elevated water tanks are one of the most important lifeline structures in earthquake prone regions. The major cities a nd also in rural areas . The elevated water tank is an integral part of water supply scheme,these structure has large mass concentrated at the top of slender supporting structures are especially vulnerable to horizontal forces due to earthquake. All over t he world,the elevated water tanks were collapsed or heavily damaged during the earthquake because of unsuitable design of supporting system or wrong selection of supporting system underestimated demand or strength. So it is very important to select proper supporting system and also need to study the response of elevated Intz water tank to dynamic forces by both equivalent static or dynamic method and to find out the design parameters for seismic analysis. It is also necessary to consider the sloshing effec t on container roof slab. This sloshing of water considerably different the parametric value used in design and economical in construction. This paper present the study of seismic performance of the elevated water tank for various seismic zones of India fo r various heights and capacity of elevated water tanks for different soil condition on earthquake forces.
This work is done as a part of B.Tech. degree requirements in Spring 2013 (Jan-May'13). The author was pursuing B.Tech. in Civil Engineering at the National Institute of Technology Tiruchirappalli during the making of this project.
ANALYSIS & DESIGN ASPECTS OF PRE-STRESSED MEMBERS USING F.R.P. TENDONSGirish Singh
The purpose of this investigation is mainly a brief explanation about the advantages of FRP over steel. The various uses and advantages of FRP are explained in this project. In this project, we have taken a section of 3m length, 200mm width and 300mm depth and using a parabolic tendon of eccentricity 100mm at the centre. We have design the section for FRP as well as steel with the above data. The final stresses obtained is being verified with the help of Ansys software. We have shown the result of steel straight tendon only in this mini project.
Seismic analysis of multi storey reinforced concrete buildings frame”ankialok
The opinion that designing new buildings to be Earthquake resistant will cause substantial additional costs is still among the constructional professionals. In a country of moderate seismicity adequate seismic resistance of new buildings may be achieved at no or no significant additional cost however the expenditure needed to ensure adequate seismic resistance may depend strongly on the approach selected during the conceptual design phase and the relevant design method. Regarding the conceptual design phase early collaboration between the architect and civil engineering is crucial.
ANALYSIS OF STEEL FRAMES WITH BRACINGS FOR SEISMIC LOADSIAEME Publication
In recent decants steel structure had played an important role in construction
industry. Providing strength, stability, ductility for buildings designed for seismic
loads. It is necessary to design a structure that can withstand under seismic loads.
Providing steel knee braces is one of the structural systems used to resist earthquake
forces on structures. Steel bracing is economical, easy to erect and occupies less
space which is flexible to design to meet the required strength and stiffness. There are
various types of steel bracing (X, knee bracing). In knee brace frame system (KBFS)
the non-buckling diagonal bracing provide most of the lateral stiffness, the flexural
yielding of knee element. In our project a 6 storey steel frame building with knee
bracing system with floor plan of 9 m x 9m is considered. We studied the performance
of a 6 storied steel frame building with knee bracing system and compared with bare
frame. Pushover analysis, equivalent static analysis, Response Spectrum analysis,
Time history analysis is performed in ETABS based on IS 1893:2002 (part 1)
guidelines. The manual calculation was done on the basis of Equivalent static analysis
and Response spectrum analysis to find out base shear for foundation and lateral
force for each storey deck slab and compared the values with bare frame. Depending
on the complexity in the problem for bracing models, we had used Etabs software in
order to analysis the Base shear and lateral shear. The results were plotted in the
form of graphs and tables for their inter storey drift and inter storey displacement.
Analysis and Design of Intz Water Tank by Using Staad Proijtsrd
The Intze principle is a name given to two engineering principles both named after the hydraulic engineer Otto Intze. In the one case the Intze principle relates to a type of water tower, in the other a type dam. Circular tanks with flat bottom as well as with domical bottom In the flat bottom the thickness and reinforcement is found to be heavy. In the domed bottom though the thickness and reinforcement in the dome is normal, the reinforcement in the ring beam is excessive. Therefore in the cases of large diameter tanks and economical alternative would be to reduce its diameter at its bottom by conical dome. Such a tank is known as Intze tank and is very commonly used. The main advantage of Intze tank is that the inward radial thrust of the conical bottom balances the outward radial thrust of the spherical bottom. Roshan Kumar Pakhale | Dr. Rajeev Singh Parihar | Dr. Abhay Kumar Jha "Analysis & Design of Intz Water Tank by Using Staad Pro" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-6 | Issue-3 , April 2022, URL: https://www.ijtsrd.com/papers/ijtsrd49569.pdf Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/49569/analysis-and-design-of-intz-water-tank-by-using-staad-pro/roshan-kumar-pakhale
DESIGN AND ANALYSIS OF MULTI STORIED STRUCTURES USING STATIC NON LINEAR ANALYSISIjripublishers Ijri
In plan during the seismic excitation using nonlinear static analysis (pushover) have been performed on the
same structure. The literature pertaining to pushover analysis is reviewed. The pushover analysis adopted
in the present study is on similar lines with the procedure presented by Ashraf Habibullah and Stephen
Pyle using ETABS V 9.7 structural analysis software. The effect of earthquake force in a idealized G+4 story
building under maximum earthquake zone, with the help of pushover analysis has been investigated and
the results were compared in terms of base shear, displacement, spectral acceleration, spectral displacement
and effective damping and effective time period .to strengthen the symmetric and un symmetric RCC
framed buildings` steel braces are included by using retrofitting method.
Pushover is a static-nonlinear analysis method where a structure is subjected to gravity loading and a monotonic displacement-controlled lateral load pattern which continuously increases through elastic and inelastic behavior until an ultimate condition is reached. Lateral load may represent the range of base shear induced by earthquake loading, and its configuration may be proportional to the distribution of mass along building height, mode shapes, or another practical means.
The static pushover analysis is becoming a popular tool for seismic performance evaluation of existing and new structures. The expectation is that the pushover analysis will provide adequate information on seismic demands imposed by the design ground motion on the structural system and its components. The purpose of the paper is to summarize the basic concepts on which the pushover analysis can be based, assess the accuracy of pushover predictions, identify conditions under which the pushover will provide adequate information and, perhaps more importantly, identify cases in which the pushover predictions will be inadequate or even misleading.
STUDY ON SEISMIC EFFECT OF HIGH RISE BUILDING SHEAR WALL/WALL WITHOUT SHEAR WALLIAEME Publication
Objective: In this paper the analytical study on the lateral behaviour of the structure is mainly concentrated and how it is varying in the different zones of zone II and zone III with different storey heights of a 6storey, 11storey, and 16storey structure. The study also involves the orientation of shear wall. Method in this study the behaviour of lateral displacements induced on or after earthquakes. Concrete shear walls are used to resist the lateral displacement owing to earthquake vibrations. Shear walls can be placed around the building as periphery walls, around the lift and beside the staircase. Filing the buildings are modelled with floor area of 32mx28m. with 8 bays along 32m span and 7 bays along 28m and apiece bay width of 4m .the lateral displacement of the structure is compared in OMRF &SMRF and the lateral displacement values of current floor level to another floor level should reach storey drift, the analysis is done in staadprov8i.findingthe lateral displacements of the structure is compared in OMRF & SMRF and it is found that lateral displacement is less in SMRF compare with OMRF.
Evaluation of Flat Slab by Varying Percentage of Infill Wall in RC Building U...ijtsrd
In the area of high seismicity the conventional slabs are become uneconomical due increase in design requirement to tackle additional seismic loads. The use of deep beams, increased column sections etc led to costly frame work. Moreover masonry infill wall effect is not incorporated in the design of conventional slab building frames, which led to unsafe or uneconomical design. These panels are used to fill gaps between the frames of building. Under seismic action these walls increases the strength and stiffness and reduces the time period by increasing the seismic mass of the building. This hinders the ductility requirement of the conventional frames which may lead to brittle failure under seismic action. To avoid this effect the flat slab systems are used. The flat slabs are the beamless frame having lower lateral stiffness, high storey drift, and are more flexible. But these are more susceptible to failure under seismic action.Hence to avoid the failure of flat slab structure under seismic action, some lateral resistance structural elements are used in order to increase stiffness, reduce storey drift, lateral displacement thereby improving the lateral resistance of the system.In the present study an attempt is made to analyze and study the various multi storied reinforced concrete flat slab building frames with several percentage of infill wall considering the lateral resistance of flat slabs by evaluating parameters, subjected to seismic loading. A number of flat slab building frames are analyzed by varying the percentage of infill wall 0 , 50 , 80 and 100 to evaluate parameters affected by the addition of infill wall in the flat slab. The results obtained by analysis are used to study and compare the effects of variable percentages of infill wall on the lateral resistance of flat slabs by varying storey height. The several parameters are compared for the lateral resistance assessment of flat slabs. The effect of masonry infill wall on flat slab frame in studied in terms of several parameters for the lateral resistance of the flat slab under seismic actions. Jitendra Perwal | Dr. Rajeev Singh Parihar | Abhay Kumar Jha "Evaluation of Flat Slab by Varying Percentage of Infill Wall in RC Building Using STAAD-Pro" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-6 | Issue-1 , December 2021, URL: https://www.ijtsrd.com/papers/ijtsrd47877.pdf Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/47877/evaluation-of-flat-slab-by-varying-percentage-of-infill-wall-in-rc-building-using-staadpro/jitendra-perwal
Review on Effective utilization of RCC Shear walls for Design of Soft Storey ...IJERA Editor
Multi-storey buildings in metropolitan cities require open taller first storey for parking of vehicle and/or for retail shopping, large space for meeting room or a banking hall owing to lack of horizontal space and high cost. Due to these functional requirements, the first storey has lesser strength and stiffness as compared to upper stories, which are stiffened by masonry infill walls. Increased flexibility of first storey results in extreme deflections, which in turn, leads to concentration of forces at the second storey connections accompanied by large plastic deformation. In addition, most of the energy developed during the earthquake is dissipated by the column of the soft stories. In this process the plastic hinges are formed at the ends of column, which transform the soft stories into a mechanism. In such cases the collapse is unavoidable. Therefore, the soft stories deserve a special consideration in analysis and design
Effect of Friction Dampers on RC Structures Subjected to Earthquakeijtsrd
Among all the natural disasters such as flood, earthquake, drought, hurricanes the least understood and the most destructive one is earthquake. Since, they cause many of injuries and economical losses leaving behind a series of signs of panic. Necessity to implement seismic codes in building design. For this a better method of analysis such as static analysis, dynamic analysis and time history analysis has to be adopted for performing the structures seismic risk assessment. This dissertation work is concerned with the "Studies on Effect of Friction Dampers on the Seismic Performance of RC G 15 Storey Buildings" According to IS 1893 part 1 2002 codal provisions the structures are analyzed by Equivalent Static method and Time History method. The modeling and analysis is done with ETAB SOFTWARE and the results obtained are seismic parameters such as Time period, Base shear, Lateral displacement and Inter storey drift, storey stiffness, storey accelaration are tabulated and then comparative study of structures with and without Friction dampers has been done. Akshay R | B. S. Suresh Chandra "Effect of Friction Dampers on RC Structures Subjected to Earthquake" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-5 , August 2019, URL: https://www.ijtsrd.com/papers/ijtsrd28017.pdfPaper URL: https://www.ijtsrd.com/engineering/structural-engineering/28017/effect-of-friction-dampers-on-rc-structures-subjected-to-earthquake/akshay-r
Analysis of 3 Dimensional Building Frame Considering Outrigger and Hexagrid T...ijtsrd
The advancement of high strength underlying materials just as the presentation of dominating improvement strategies gave a lift in the advancement of tall constructions. As the tallness of the design builds, they become logically defenseless against wind load and seismic force. The resistance of tall designs to lateral loads is the central determinant in the detailing of new fundamental underlying systems that create by the steady undertakings of primary specialists to continue expanding the structure tallness while keeping the diversion inside commendable places of imprisonment and restricting the proportion of materials. In this proposed work a logical review will be consider on such frameworks like outrigger framework with center shear divider and hex lattice frameworks, to decide their primary productivity in moving the horizontal loads securely to the ground.A correlation of outrigger framework with center shear divider and a hex matrix framework was made on a 15 story building built up substantial structure by utilizing standard bundle ETABS by looking at changed boundaries like Maximum Story Displacement, Maximum Story Drift, Forces, Moment and Story Shear. Gavaskar Kumar | A. K. Jha | R. S. Parihar "Analysis of 3-Dimensional Building Frame Considering Outrigger and Hexagrid Technology using ETABs" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-6 | Issue-5 , August 2022, URL: https://www.ijtsrd.com/papers/ijtsrd50689.pdf Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/50689/analysis-of-3dimensional-building-frame-considering-outrigger-and-hexagrid-technology-using-etabs/gavaskar-kumar
Seismic analysis of Step-back building resting on sloping ground considering ...IJMTST Journal
Buildings constructed in hilly areas pose special structural and constructional problems. Dynamic
characteristics of hill buildings are different from the buildings resting on plane topography, as these are
irregular and unsymmetrical in both horizontal and vertical directions. The irregular variation of stiffness and
mass in vertical as well as horizontal directions, results in Centre of mass and Centre of stiffness of a storey
not coinciding and not being on a vertical line for different floors. When subjected to lateral loads, these
buildings result in significant torsional response. Due to site conditions, buildings on hill slope are
characterized by unequal column heights which result in variation of stiffness of the columns of the same
storey. The short stiff columns attract more forces and damage. The buildings resting on sloping ground
mainly fails due to torsional moments which developed due to configuration of building on slope. These
torsional moments may reduce by using bracing system in the buildings.
In present study, Step back building with different types of bracing systems (i.e. X, V, Inverted V, Diagonal,
bare frame) are considered. These models are analyzed by response spectrum analysis using ETABS v 9.0
finite element code. The dynamic parameters obtained from analysis have been discussed in terms of
fundamental time periods, maximum top storey displacements, storey drifts and base shear compared
within the considered configurations of hill buildings. At last, the effective type of bracing which can be used
in step back building on sloping ground is found out.
Similar to Seismic Analysis of G 10 Storey Building with Various Locations of Shear Walls using Etabs (20)
‘Six Sigma Technique’ A Journey Through its Implementationijtsrd
The manufacturing industries all over the world are facing tough challenges for growth, development and sustainability in today’s competitive environment. They have to achieve apex position by adapting with the global competitive environment by delivering goods and services at low cost, prime quality and better price to increase wealth and consumer satisfaction. Cost Management ensures profit, growth and sustainability of the business with implementation of Continuous Improvement Technique like Six Sigma. This leads to optimize Business performance. The method drives for customer satisfaction, low variation, reduction in waste and cycle time resulting into a competitive advantage over other industries which did not implement it. The main objective of this paper ‘Six Sigma Technique A Journey Through Its Implementation’ is to conceptualize the effectiveness of Six Sigma Technique through the journey of its implementation. Aditi Sunilkumar Ghosalkar "‘Six Sigma Technique’: A Journey Through its Implementation" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-8 | Issue-1 , February 2024, URL: https://www.ijtsrd.com/papers/ijtsrd64546.pdf Paper Url: https://www.ijtsrd.com/other-scientific-research-area/other/64546/‘six-sigma-technique’-a-journey-through-its-implementation/aditi-sunilkumar-ghosalkar
Edge Computing in Space Enhancing Data Processing and Communication for Space...ijtsrd
Edge computing, a paradigm that involves processing data closer to its source, has gained significant attention for its potential to revolutionize data processing and communication in space missions. With the increasing complexity and data volume generated by modern space missions, traditional centralized computing approaches face challenges related to latency, bandwidth, and security. Edge computing in space, involving on board processing and analysis of data, offers promising solutions to these challenges. This paper explores the concept of edge computing in space, its benefits, applications, and future prospects in enhancing space missions. Manish Verma "Edge Computing in Space: Enhancing Data Processing and Communication for Space Missions" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-8 | Issue-1 , February 2024, URL: https://www.ijtsrd.com/papers/ijtsrd64541.pdf Paper Url: https://www.ijtsrd.com/computer-science/artificial-intelligence/64541/edge-computing-in-space-enhancing-data-processing-and-communication-for-space-missions/manish-verma
Dynamics of Communal Politics in 21st Century India Challenges and Prospectsijtsrd
Communal politics in India has evolved through centuries, weaving a complex tapestry shaped by historical legacies, colonial influences, and contemporary socio political transformations. This research comprehensively examines the dynamics of communal politics in 21st century India, emphasizing its historical roots, socio political dynamics, economic implications, challenges, and prospects for mitigation. The historical perspective unravels the intricate interplay of religious identities and power dynamics from ancient civilizations to the impact of colonial rule, providing insights into the evolution of communalism. The socio political dynamics section delves into the contemporary manifestations, exploring the roles of identity politics, socio economic disparities, and globalization. The economic implications section highlights how communal politics intersects with economic issues, perpetuating disparities and influencing resource allocation. Challenges posed by communal politics are scrutinized, revealing multifaceted issues ranging from social fragmentation to threats against democratic values. The prospects for mitigation present a multifaceted approach, incorporating policy interventions, community engagement, and educational initiatives. The paper conducts a comparative analysis with international examples, identifying common patterns such as identity politics and economic disparities. It also examines unique challenges, emphasizing Indias diverse religious landscape, historical legacy, and secular framework. Lessons for effective strategies are drawn from international experiences, offering insights into inclusive policies, interfaith dialogue, media regulation, and global cooperation. By scrutinizing historical epochs, contemporary dynamics, economic implications, and international comparisons, this research provides a comprehensive understanding of communal politics in India. The proposed strategies for mitigation underscore the importance of a holistic approach to foster social harmony, inclusivity, and democratic values. Rose Hossain "Dynamics of Communal Politics in 21st Century India: Challenges and Prospects" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-8 | Issue-1 , February 2024, URL: https://www.ijtsrd.com/papers/ijtsrd64528.pdf Paper Url: https://www.ijtsrd.com/humanities-and-the-arts/history/64528/dynamics-of-communal-politics-in-21st-century-india-challenges-and-prospects/rose-hossain
Assess Perspective and Knowledge of Healthcare Providers Towards Elehealth in...ijtsrd
Background and Objective Telehealth has become a well known tool for the delivery of health care in Saudi Arabia, and the perspective and knowledge of healthcare providers are influential in the implementation, adoption and advancement of the method. This systematic review was conducted to examine the current literature base regarding telehealth and the related healthcare professional perspective and knowledge in the Kingdom of Saudi Arabia. Materials and Methods This systematic review was conducted by searching 7 databases including, MEDLINE, CINHAL, Web of Science, Scopus, PubMed, PsycINFO, and ProQuest Central. Studies on healthcare practitioners telehealth knowledge and perspectives published in English in Saudi Arabia from 2000 to 2023 were included. Boland directed this comprehensive review. The researchers examined each connected study using the AXIS tool, which evaluates cross sectional systematic reviews. Narrative synthesis was used to summarise and convey the data. Results Out of 1840 search results, 10 studies were included. Positive outlook and limited knowledge among providers were seen across trials. Healthcare professionals like telehealth for its ability to improve quality, access, and delivery, save time and money, and be successful. Age, gender, occupation, and work experience also affect health workers knowledge. In Saudi Arabia, healthcare professionals face inadequate expert assistance, patient privacy, internet connection concerns, lack of training courses, lack of telehealth understanding, and high costs while performing telemedicine. Conclusions Healthcare practitioners telehealth perceptions and knowledge were examined in this systematic study. Its collection of concerned experts different personal attitudes and expertise would help enhance telehealths implementation in Saudi Arabia, develop its healthcare delivery alternative, and eliminate frequent problems. Badriah Mousa I Mulayhi | Dr. Jomin George | Judy Jenkins "Assess Perspective and Knowledge of Healthcare Providers Towards Elehealth in Saudi Arabia: A Systematic Review" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-8 | Issue-1 , February 2024, URL: https://www.ijtsrd.com/papers/ijtsrd64535.pdf Paper Url: https://www.ijtsrd.com/medicine/other/64535/assess-perspective-and-knowledge-of-healthcare-providers-towards-elehealth-in-saudi-arabia-a-systematic-review/badriah-mousa-i-mulayhi
The Impact of Digital Media on the Decentralization of Power and the Erosion ...ijtsrd
The impact of digital media on the distribution of power and the weakening of traditional gatekeepers has gained considerable attention in recent years. The adoption of digital technologies and the internet has resulted in declining influence and power for traditional gatekeepers such as publishing houses and news organizations. Simultaneously, digital media has facilitated the emergence of new voices and players in the media industry. Digital medias impact on power decentralization and gatekeeper erosion is visible in several ways. One significant aspect is the democratization of information, which enables anyone with an internet connection to publish and share content globally, leading to citizen journalism and bypassing traditional gatekeepers. Another aspect is the disruption of conventional media industry business models, as traditional organizations struggle to adjust to the decrease in advertising revenue and the rise of digital platforms. Alternative business models, such as subscription models and crowdfunding, have become more prevalent, leading to the emergence of new players. Overall, the impact of digital media on the distribution of power and the weakening of traditional gatekeepers has brought about significant changes in the media landscape and the way information is shared. Further research is required to fully comprehend the implications of these changes and their impact on society. Dr. Kusum Lata "The Impact of Digital Media on the Decentralization of Power and the Erosion of Traditional Gatekeepers" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-8 | Issue-1 , February 2024, URL: https://www.ijtsrd.com/papers/ijtsrd64544.pdf Paper Url: https://www.ijtsrd.com/humanities-and-the-arts/political-science/64544/the-impact-of-digital-media-on-the-decentralization-of-power-and-the-erosion-of-traditional-gatekeepers/dr-kusum-lata
Online Voices, Offline Impact Ambedkars Ideals and Socio Political Inclusion ...ijtsrd
This research investigates the nexus between online discussions on Dr. B.R. Ambedkars ideals and their impact on social inclusion among college students in Gurugram, Haryana. Surveying 240 students from 12 government colleges, findings indicate that 65 actively engage in online discussions, with 80 demonstrating moderate to high awareness of Ambedkars ideals. Statistically significant correlations reveal that higher online engagement correlates with increased awareness p 0.05 and perceived social inclusion. Variations across colleges and a notable effect of college type on perceived social inclusion highlight the influence of contextual factors. Furthermore, the intersectional analysis underscores nuanced differences based on gender, caste, and socio economic status. Dr. Kusum Lata "Online Voices, Offline Impact: Ambedkar's Ideals and Socio-Political Inclusion - A Study of Gurugram District" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-8 | Issue-1 , February 2024, URL: https://www.ijtsrd.com/papers/ijtsrd64543.pdf Paper Url: https://www.ijtsrd.com/humanities-and-the-arts/political-science/64543/online-voices-offline-impact-ambedkars-ideals-and-sociopolitical-inclusion--a-study-of-gurugram-district/dr-kusum-lata
Problems and Challenges of Agro Entreprenurship A Studyijtsrd
Noting calls for contextualizing Agro entrepreneurs problems and challenges of the agro entrepreneurs and for greater attention to the Role of entrepreneurs in agro entrepreneurship research, we conduct a systematic literature review of extent research in agriculture entrepreneurship to overcome the study objectives of complications of agro entrepreneurs through various factors, Development of agriculture products is a key factor for the overall economic growth of agro entrepreneurs Agro Entrepreneurs produces firsthand large scale employment, utilizes the labor and natural resources, This research outlines the problems of Weather and Soil Erosions, Market price fluctuation, stimulates labor cost problems, reduces concentration of Price volatility, Dependency on Intermediaries, induces Limited Bargaining Power, and Storage and Transportation Costs. This paper mainly devoted to highlight Problems and challenges faced for the sustainable of Agro Entrepreneurs in India. Vinay Prasad B "Problems and Challenges of Agro Entreprenurship - A Study" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-8 | Issue-1 , February 2024, URL: https://www.ijtsrd.com/papers/ijtsrd64540.pdf Paper Url: https://www.ijtsrd.com/other-scientific-research-area/other/64540/problems-and-challenges-of-agro-entreprenurship--a-study/vinay-prasad-b
Comparative Analysis of Total Corporate Disclosure of Selected IT Companies o...ijtsrd
Disclosure is a process through which a business enterprise communicates with external parties. A corporate disclosure is communication of financial and non financial information of the activities of a business enterprise to the interested entities. Corporate disclosure is done through publishing annual reports. So corporate disclosure through annual reports plays a vital role in the life of all the companies and provides valuable information to investors. The basic objectives of corporate disclosure is to give a true and fair view of companies to the parties related either directly or indirectly like owner, government, creditors, shareholders etc. in the companies act, provisions have been made about mandatory and voluntary disclosure. The IT sector in India is rapidly growing, the trend to invest in the IT sector is rising and employment opportunities in IT sectors are also increasing. Therefore the IT sector is expected to have fair, full and adequate disclosure of all information. Unfair and incomplete disclosure may adversely affect the entire economy. A research study on disclosure practices of IT companies could play an important role in this regard. Hence, the present research study has been done to study and review comparative analysis of total corporate disclosure of selected IT companies of India and to put forward overall findings and suggestions with a view to increase disclosure score of these companies. The researcher hopes that the present research study will be helpful to all selected Companies for improving level of corporate disclosure through annual reports as well as the government, creditors, investors, all business organizations and upcoming researcher for comparative analyses of level of corporate disclosure with special reference to selected IT companies. Dr. Vaibhavi D. Thaker "Comparative Analysis of Total Corporate Disclosure of Selected IT Companies of India" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-8 | Issue-1 , February 2024, URL: https://www.ijtsrd.com/papers/ijtsrd64539.pdf Paper Url: https://www.ijtsrd.com/other-scientific-research-area/other/64539/comparative-analysis-of-total-corporate-disclosure-of-selected-it-companies-of-india/dr-vaibhavi-d-thaker
The Impact of Educational Background and Professional Training on Human Right...ijtsrd
This study investigated the impact of educational background and professional training on human rights awareness among secondary school teachers in the Marathwada region of Maharashtra, India. The key findings reveal that higher levels of education, particularly a master’s degree, and fields of study related to education, humanities, or social sciences are associated with greater human rights awareness among teachers. Additionally, both pre service teacher training and in service professional development programs focused on human rights education significantly enhance teacher’s knowledge, skills, and competencies in promoting human rights principles in their classrooms. Baig Ameer Bee Mirza Abdul Aziz | Dr. Syed Azaz Ali Amjad Ali "The Impact of Educational Background and Professional Training on Human Rights Awareness among Secondary School Teachers" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-8 | Issue-1 , February 2024, URL: https://www.ijtsrd.com/papers/ijtsrd64529.pdf Paper Url: https://www.ijtsrd.com/humanities-and-the-arts/education/64529/the-impact-of-educational-background-and-professional-training-on-human-rights-awareness-among-secondary-school-teachers/baig-ameer-bee-mirza-abdul-aziz
A Study on the Effective Teaching Learning Process in English Curriculum at t...ijtsrd
“One Language sets you in a corridor for life. Two languages open every door along the way” Frank Smith English as a foreign language or as a second language has been ruling in India since the period of Lord Macaulay. But the question is how much we teach or learn English properly in our culture. Is there any scope to use English as a language rather than a subject How much we learn or teach English without any interference of mother language specially in the classroom teaching learning scenario in West Bengal By considering all these issues the researcher has attempted in this article to focus on the effective teaching learning process comparing to other traditional strategies in the field of English curriculum at the secondary level to investigate whether they fulfill the present teaching learning requirements or not by examining the validity of the present curriculum of English. The purpose of this study is to focus on the effectiveness of the systematic, scientific, sequential and logical transaction of the course between the teachers and the learners in the perspective of the 5Es programme that is engage, explore, explain, extend and evaluate. Sanchali Mondal | Santinath Sarkar "A Study on the Effective Teaching Learning Process in English Curriculum at the Secondary Level of West Bengal" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-8 | Issue-1 , February 2024, URL: https://www.ijtsrd.com/papers/ijtsrd62412.pdf Paper Url: https://www.ijtsrd.com/humanities-and-the-arts/education/62412/a-study-on-the-effective-teaching-learning-process-in-english-curriculum-at-the-secondary-level-of-west-bengal/sanchali-mondal
The Role of Mentoring and Its Influence on the Effectiveness of the Teaching ...ijtsrd
This paper reports on a study which was conducted to investigate the role of mentoring and its influence on the effectiveness of the teaching of Physics in secondary schools in the South West Region of Cameroon. The study adopted the convergent parallel mixed methods design, focusing on respondents in secondary schools in the South West Region of Cameroon. Both quantitative and qualitative data were collected, analysed separately, and the results were compared to see if the findings confirm or disconfirm each other. The quantitative analysis found that majority of the respondents 72 of Physics teachers affirmed that they had more experienced colleagues as mentors to help build their confidence, improve their teaching, and help them improve their effectiveness and efficiency in guiding learners’ achievements. Only 28 of the respondents disagreed with these statements. With majority respondents 72 agreeing with the statements, it implies that in most secondary schools, experienced Physics teachers act as mentors to build teachers’ confidence in teaching and improving students’ learning. The interview qualitative data analysis summarized how secondary school Principals use meetings with mentors and mentees to promote mentorship in the school milieu. This has helped strengthen teachers’ classroom practices in secondary schools in the South West Region of Cameroon. With the results confirming each other, the study recommends that mentoring should focus on helping teachers employ social interactions and instructional practices feedback and clarity in teaching that have direct measurable impact on students’ learning achievements. Andrew Ngeim Sumba | Frederick Ebot Ashu | Peter Agborbechem Tambi "The Role of Mentoring and Its Influence on the Effectiveness of the Teaching of Physics in Secondary Schools in the South West Region of Cameroon" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-8 | Issue-1 , February 2024, URL: https://www.ijtsrd.com/papers/ijtsrd64524.pdf Paper Url: https://www.ijtsrd.com/management/management-development/64524/the-role-of-mentoring-and-its-influence-on-the-effectiveness-of-the-teaching-of-physics-in-secondary-schools-in-the-south-west-region-of-cameroon/andrew-ngeim-sumba
Design Simulation and Hardware Construction of an Arduino Microcontroller Bas...ijtsrd
This study primarily focuses on the design of a high side buck converter using an Arduino microcontroller. The converter is specifically intended for use in DC DC applications, particularly in standalone solar PV systems where the PV output voltage exceeds the load or battery voltage. To evaluate the performance of the converter, simulation experiments are conducted using Proteus Software. These simulations provide insights into the input and output voltages, currents, powers, and efficiency under different state of charge SoC conditions of a 12V,70Ah rechargeable lead acid battery. Additionally, the hardware design of the converter is implemented, and practical data is collected through operation, monitoring, and recording. By comparing the simulation results with the practical results, the efficiency and performance of the designed converter are assessed. The findings indicate that while the buck converter is suitable for practical use in standalone PV systems, its efficiency is compromised due to a lower output current. Chan Myae Aung | Dr. Ei Mon "Design Simulation and Hardware Construction of an Arduino-Microcontroller Based DC-DC High-Side Buck Converter for Standalone PV System" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-8 | Issue-1 , February 2024, URL: https://www.ijtsrd.com/papers/ijtsrd64518.pdf Paper Url: https://www.ijtsrd.com/engineering/mechanical-engineering/64518/design-simulation-and-hardware-construction-of-an-arduinomicrocontroller-based-dcdc-highside-buck-converter-for-standalone-pv-system/chan-myae-aung
Sustainable Energy by Paul A. Adekunte | Matthew N. O. Sadiku | Janet O. Sadikuijtsrd
Energy becomes sustainable if it meets the needs of the present without compromising the ability of future generations to meet their own needs. Some of the definitions of sustainable energy include the considerations of environmental aspects such as greenhouse gas emissions, social, and economic aspects such as energy poverty. Generally far more sustainable than fossil fuel are renewable energy sources such as wind, hydroelectric power, solar, and geothermal energy sources. Worthy of note is that some renewable energy projects, like the clearing of forests to produce biofuels, can cause severe environmental damage. The sustainability of nuclear power which is a low carbon source is highly debated because of concerns about radioactive waste, nuclear proliferation, and accidents. The switching from coal to natural gas has environmental benefits, including a lower climate impact, but could lead to delay in switching to more sustainable options. “Carbon capture and storage” can be built into power plants to remove the carbon dioxide CO2 emissions, but this technology is expensive and has rarely been implemented. Leading non renewable energy sources around the world is fossil fuels, coal, petroleum, and natural gas. Nuclear energy is usually considered another non renewable energy source, although nuclear energy itself is a renewable energy source, but the material used in nuclear power plants is not. The paper addresses the issue of sustainable energy, its attendant benefits to the future generation, and humanity in general. Paul A. Adekunte | Matthew N. O. Sadiku | Janet O. Sadiku "Sustainable Energy" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-8 | Issue-1 , February 2024, URL: https://www.ijtsrd.com/papers/ijtsrd64534.pdf Paper Url: https://www.ijtsrd.com/engineering/electrical-engineering/64534/sustainable-energy/paul-a-adekunte
Concepts for Sudan Survey Act Implementations Executive Regulations and Stand...ijtsrd
This paper aims to outline the executive regulations, survey standards, and specifications required for the implementation of the Sudan Survey Act, and for regulating and organizing all surveying work activities in Sudan. The act has been discussed for more than 5 years. The Land Survey Act was initiated by the Sudan Survey Authority and all official legislations were headed by the Sudan Ministry of Justice till it was issued in 2022. The paper presents conceptual guidelines to be used for the Survey Act implementation and to regulate the survey work practice, standardizing the field surveys, processing, quality control, procedures, and the processes related to survey work carried out by the stakeholders and relevant authorities in Sudan. The conceptual guidelines are meant to improve the quality and harmonization of geospatial data and to aid decision making processes as well as geospatial information systems. The established comprehensive executive regulations will govern and regulate the implementation of the Sudan Survey Geomatics Act in all surveying and mapping practices undertaken by the Sudan Survey Authority SSA and state local survey departments for public or private sector organizations. The targeted standards and specifications include the reference frame, projection, coordinate systems, and the guidelines and specifications that must be followed in the field of survey work, processes, and mapping products. In the last few decades, there has been a growing awareness of the importance of geomatics activities and measurements on the Earths surface in space and time, together with observing and mapping the changes. In such cases, data must be captured promptly, standardized, and obtained with more accuracy and specified in much detail. The paper will also highlight the current situation in Sudan, the degree to which survey standards are used, the problems encountered, and the errors that arise from not using the standards and survey specifications. Kamal A. A. Sami "Concepts for Sudan Survey Act Implementations - Executive Regulations and Standards" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-8 | Issue-1 , February 2024, URL: https://www.ijtsrd.com/papers/ijtsrd63484.pdf Paper Url: https://www.ijtsrd.com/engineering/civil-engineering/63484/concepts-for-sudan-survey-act-implementations--executive-regulations-and-standards/kamal-a-a-sami
Towards the Implementation of the Sudan Interpolated Geoid Model Khartoum Sta...ijtsrd
The discussions between ellipsoid and geoid have invoked many researchers during the recent decades, especially during the GNSS technology era, which had witnessed a great deal of development but still geoid undulation requires more investigations. To figure out a solution for Sudans local geoid, this research has tried to intake the possibility of determining the geoid model by following two approaches, gravimetric and geometrical geoid model determination, by making use of GNSS leveling benchmarks at Khartoum state. The Benchmarks are well distributed in the study area, in which, the horizontal coordinates and the height above the ellipsoid have been observed by GNSS while orthometric heights were carried out using precise leveling. The Global Geopotential Model GGM represented in EGM2008 has been exploited to figure out the geoid undulation at the benchmarks in the study area. This is followed by a fitting process, that has been done to suit the geoid undulation data which has been computed using GNSS leveling data and geoid undulation inspired by the EGM2008. Two geoid surfaces were created after the fitting process to ensure that they are identical and both of them could be counted for getting the same geoid undulation with an acceptable accuracy. In this respect, statistical operation played an important role in ensuring the consistency and integrity of the model by applying cross validation techniques splitting the data into training and testing datasets for building the geoid model and testing its eligibility. The geometrical solution for geoid undulation computation has been utilized by applying straightforward equations that facilitate the calculation of the geoid undulation directly through applying statistical techniques for the GNSS leveling data of the study area to get the common equation parameters values that could be utilized to calculate geoid undulation of any position in the study area within the claimed accuracy. Both systems were checked and proved eligible to be used within the study area with acceptable accuracy which may contribute to solving the geoid undulation problem in the Khartoum area, and be further generalized to determine the geoid model over the entire country, and this could be considered in the future, for regional and continental geoid model. Ahmed M. A. Mohammed. | Kamal A. A. Sami "Towards the Implementation of the Sudan Interpolated Geoid Model (Khartoum State Case Study)" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-8 | Issue-1 , February 2024, URL: https://www.ijtsrd.com/papers/ijtsrd63483.pdf Paper Url: https://www.ijtsrd.com/engineering/civil-engineering/63483/towards-the-implementation-of-the-sudan-interpolated-geoid-model-khartoum-state-case-study/ahmed-m-a-mohammed
Activating Geospatial Information for Sudans Sustainable Investment Mapijtsrd
Sudan is witnessing an acceleration in the processes of development and transformation in the performance of government institutions to raise the productivity and investment efficiency of the government sector. The development plans and investment opportunities have focused on achieving national goals in various sectors. This paper aims to illuminate the path to the future and provide geospatial data and information to develop the investment climate and environment for all sized businesses, and to bridge the development gap between the Sudan states. The Sudan Survey Authority SSA is the main advisor to the Sudan Government in conducting surveying, mappings, designing, and developing systems related to geospatial data and information. In recent years, SSA made a strategic partnership with the Ministry of Investment to activate Geospatial Information for Sudans Sustainable Investment and in particular, for the preparation and implementation of the Sudan investment map, based on the directives and objectives of the Ministry of Investment MI in Sudan. This paper comes within the framework of activating the efforts of the Ministry of Investment to develop technical investment services by applying techniques adopted by the Ministry and its strategic partners for advancing investment processes in the country. Kamal A. A. Sami "Activating Geospatial Information for Sudan's Sustainable Investment Map" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-8 | Issue-1 , February 2024, URL: https://www.ijtsrd.com/papers/ijtsrd63482.pdf Paper Url: https://www.ijtsrd.com/engineering/information-technology/63482/activating-geospatial-information-for-sudans-sustainable-investment-map/kamal-a-a-sami
Educational Unity Embracing Diversity for a Stronger Societyijtsrd
In a rapidly changing global landscape, the importance of education as a unifying force cannot be overstated. This paper explores the crucial role of educational unity in fostering a stronger and more inclusive society through the embrace of diversity. By examining the benefits of diverse learning environments, the paper aims to highlight the positive impact on societal strength. The discussion encompasses various dimensions, from curriculum design to classroom dynamics, and emphasizes the need for educational institutions to become catalysts for unity in diversity. It highlights the need for a paradigm shift in educational policies, curricula, and pedagogical approaches to ensure that they are reflective of the diverse fabric of society. This paper also addresses the challenges associated with implementing inclusive educational practices and offers practical strategies for overcoming barriers. It advocates for collaborative efforts between educational institutions, policymakers, and communities to create a supportive ecosystem that promotes diversity and unity. Mr. Amit Adhikari | Madhumita Teli | Gopal Adhikari "Educational Unity: Embracing Diversity for a Stronger Society" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-8 | Issue-1 , February 2024, URL: https://www.ijtsrd.com/papers/ijtsrd64525.pdf Paper Url: https://www.ijtsrd.com/humanities-and-the-arts/education/64525/educational-unity-embracing-diversity-for-a-stronger-society/mr-amit-adhikari
Integration of Indian Indigenous Knowledge System in Management Prospects and...ijtsrd
The diversity of indigenous knowledge systems in India is vast and can vary significantly between different communities and regions. Preserving and respecting these knowledge systems is crucial for maintaining cultural heritage, promoting sustainable practices, and fostering cross cultural understanding. In this paper, an overview of the prospects and challenges associated with incorporating Indian indigenous knowledge into management is explored. It is found that IIKS helps in management in many areas like sustainable development, tourism, food security, natural resource management, cultural preservation and innovation, etc. However, IIKS integration with management faces some challenges in the form of a lack of documentation, cultural sensitivity, language barriers legal framework, etc. Savita Lathwal "Integration of Indian Indigenous Knowledge System in Management: Prospects and Challenges" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-8 | Issue-1 , February 2024, URL: https://www.ijtsrd.com/papers/ijtsrd63500.pdf Paper Url: https://www.ijtsrd.com/management/accounting-and-finance/63500/integration-of-indian-indigenous-knowledge-system-in-management-prospects-and-challenges/savita-lathwal
DeepMask Transforming Face Mask Identification for Better Pandemic Control in...ijtsrd
The COVID 19 pandemic has highlighted the crucial need of preventive measures, with widespread use of face masks being a key method for slowing the viruss spread. This research investigates face mask identification using deep learning as a technological solution to be reducing the risk of coronavirus transmission. The proposed method uses state of the art convolutional neural networks CNNs and transfer learning to automatically recognize persons who are not wearing masks in a variety of circumstances. We discuss how this strategy improves public health and safety by providing an efficient manner of enforcing mask wearing standards. The report also discusses the obstacles, ethical concerns, and prospective applications of face mask detection systems in the ongoing fight against the pandemic. Dilip Kumar Sharma | Aaditya Yadav "DeepMask: Transforming Face Mask Identification for Better Pandemic Control in the COVID-19 Era" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-8 | Issue-1 , February 2024, URL: https://www.ijtsrd.com/papers/ijtsrd64522.pdf Paper Url: https://www.ijtsrd.com/engineering/electronics-and-communication-engineering/64522/deepmask-transforming-face-mask-identification-for-better-pandemic-control-in-the-covid19-era/dilip-kumar-sharma
Streamlining Data Collection eCRF Design and Machine Learningijtsrd
Efficient and accurate data collection is paramount in clinical trials, and the design of Electronic Case Report Forms eCRFs plays a pivotal role in streamlining this process. This paper explores the integration of machine learning techniques in the design and implementation of eCRFs to enhance data collection efficiency. We delve into the synergies between eCRF design principles and machine learning algorithms, aiming to optimize data quality, reduce errors, and expedite the overall data collection process. The application of machine learning in eCRF design brings forth innovative approaches to data validation, anomaly detection, and real time adaptability. This paper discusses the benefits, challenges, and future prospects of leveraging machine learning in eCRF design for streamlined and advanced data collection in clinical trials. Dhanalakshmi D | Vijaya Lakshmi Kannareddy "Streamlining Data Collection: eCRF Design and Machine Learning" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-8 | Issue-1 , February 2024, URL: https://www.ijtsrd.com/papers/ijtsrd63515.pdf Paper Url: https://www.ijtsrd.com/biological-science/biotechnology/63515/streamlining-data-collection-ecrf-design-and-machine-learning/dhanalakshmi-d
Unit 8 - Information and Communication Technology (Paper I).pdfThiyagu K
This slides describes the basic concepts of ICT, basics of Email, Emerging Technology and Digital Initiatives in Education. This presentations aligns with the UGC Paper I syllabus.
The French Revolution, which began in 1789, was a period of radical social and political upheaval in France. It marked the decline of absolute monarchies, the rise of secular and democratic republics, and the eventual rise of Napoleon Bonaparte. This revolutionary period is crucial in understanding the transition from feudalism to modernity in Europe.
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2024.06.01 Introducing a competency framework for languag learning materials ...Sandy Millin
http://sandymillin.wordpress.com/iateflwebinar2024
Published classroom materials form the basis of syllabuses, drive teacher professional development, and have a potentially huge influence on learners, teachers and education systems. All teachers also create their own materials, whether a few sentences on a blackboard, a highly-structured fully-realised online course, or anything in between. Despite this, the knowledge and skills needed to create effective language learning materials are rarely part of teacher training, and are mostly learnt by trial and error.
Knowledge and skills frameworks, generally called competency frameworks, for ELT teachers, trainers and managers have existed for a few years now. However, until I created one for my MA dissertation, there wasn’t one drawing together what we need to know and do to be able to effectively produce language learning materials.
This webinar will introduce you to my framework, highlighting the key competencies I identified from my research. It will also show how anybody involved in language teaching (any language, not just English!), teacher training, managing schools or developing language learning materials can benefit from using the framework.
Synthetic Fiber Construction in lab .pptxPavel ( NSTU)
Synthetic fiber production is a fascinating and complex field that blends chemistry, engineering, and environmental science. By understanding these aspects, students can gain a comprehensive view of synthetic fiber production, its impact on society and the environment, and the potential for future innovations. Synthetic fibers play a crucial role in modern society, impacting various aspects of daily life, industry, and the environment. ynthetic fibers are integral to modern life, offering a range of benefits from cost-effectiveness and versatility to innovative applications and performance characteristics. While they pose environmental challenges, ongoing research and development aim to create more sustainable and eco-friendly alternatives. Understanding the importance of synthetic fibers helps in appreciating their role in the economy, industry, and daily life, while also emphasizing the need for sustainable practices and innovation.
Acetabularia Information For Class 9 .docxvaibhavrinwa19
Acetabularia acetabulum is a single-celled green alga that in its vegetative state is morphologically differentiated into a basal rhizoid and an axially elongated stalk, which bears whorls of branching hairs. The single diploid nucleus resides in the rhizoid.
How to Make a Field invisible in Odoo 17Celine George
It is possible to hide or invisible some fields in odoo. Commonly using “invisible” attribute in the field definition to invisible the fields. This slide will show how to make a field invisible in odoo 17.
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wall that is case where building with shear wall at four
corner ends placed symmetrically will showbetter resultsin
terms of all the seismic parameters whencomparedwiththe
structure without shear wall and with shear wall that iscase
having shear wall at one end.
Phadnis P.P and Kulkarni D.K 2013, In this paper they
have studied G+3 and G+10 storey RCC frame of five
different models with different shearwall configuration.The
analysis has been carried out using ETABS andtheiranalysis
is based on equivalent static and responsespectrummethod
carried out as per IS 1839-2002 (part-I) their seismic
performance assessed by performing elastic time history
analysis for the analysis recordedoftheEL Centro,California
earthquake .In this studied different parameter like
Fundamental Natural Period, Lateral Displacement are
determined.
Dodiya Jaimin et al (2018), Studied that G+20multi-storey
building with shear wall using ETAB software it determined
the basic component like displacement and base shear this
analysis has been carried using ETABS software for the
analysis purpose Equivalent static method, Response
spectrum method and Time history methods are adopted. It
has been considered 4 different model with different
configuration ofshearwall andmaximumdisplacementhave
been tabulated for each model and concluded the result for
best configuration.
Eswaramoorthi P and Sylviya B (2018), Studied G+4
storey RCC frame which is subjected to Earthquake loading
in different seismic zone and different model is there by
changing the location of shear wall by using ETABS Seismic
analysis performed by linear dynamic response spectrum
method which is used to calculate theearthquakeloadasper
IS 1893-2002 (Part I). Four different model like Structure
without shear wall, structure with Shear wall at periphery,
structure with shear wall at intermediate shear wall,
structure with shear wall at core were model for analysis.
The result has been calculated on the basis of parameterlike
storeydisplacement, storey shear and maximum storey
displacement for each model It is studied the structural wall
are most effective when placed at the periphery of the
building.
V. STRUCTURE MODELLING
MODELING OF FRAME
S.N Specification Size
GEOMETRY
1 Slab thickness 0.125 m
2 Slab length along x direction 4.0 m
3 Slab length along y direction 4.0 m
4 No. of grid along x direction 7
5 No. of grid along y direction 9
6 Length of building along x direction 24.0 m
7 Length of building along y direction 32.0 m
8 Typical height of building 3.2 m
9 Bottom storey height 3 m
10 Number of storey 11
11 Total height of the building 35 m
12 Beam depth 0.450 m
13 Beam width 0.300 m
14 Column dimension along x 0.600 m
15 Column dimension along y 0.600 m
16 Thickness of shear wall 0.230 m
17 Inner wall thickness 0.115 m
18 Outer wall thickness 0.230 m
MATERAL PROPERTY
1 Density of infill 18 KN/m3
2 Density of concrete 25 KN/m3
3 Grade of concrete M-30
4 Grade of steel Fe-415
SEISMIC DATA AS PER (IS1893-2016)
1 Type of structure OMRF
2 Soil type Medium soil type(II)
3 Response reduction factor 5
4 Seismic zone factor Z 0.36
5 Importance factor 1
6 Damping of structure 5%
The 10-storeyed building frames consists of beams, columns, slabs and shear walls are modelled and analyse using software
ETABS. Nine different models were studied with different positioningofshearwall for determiningparameterslike baseshear,
Storey displacement and storey drift to find out the best location of shear wall in buildings. Linear analysis have beendonefor
all the 9 models each model consist of constant total length of 32 m. Floor plans and 3d viewofall themodelsareshown below:
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Model definition-
Table 01 Model definition
Model name Notation of Model Model description
Model-01 M-01 Building without any shear wall – Conventional frame
Model-02 M-02 Building with shear wall at periphery at four corners.
Model-03 M-03 Building with shear wall at intermediate corner.
Model-04 M-04 Building with shear wall at centre way periphery.
Model-05 M-05 Building with shear wall at intermediate centre way.
Model-06 M-06 Building with shear wall at core.
Model-07 M-07 Building with shear wall in cross shape longer in x direction
Model-08 M-08 Building with shear wall in cross shape longer in y direction
Model-09 M-09 Building with shear wall in cross shape equal length on both direction.
Plan and 3d view of all 9 model –
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RESULT AND DISCUSSION
Among all the load combination, the load combination of 1.5DL+1.5EQ is found to be the most critical combination in both X
and Y directions for all the models. All the results are for load combination of 1.5DL+1.5EQ, where DL= Dead load including
floor finish load and wall load, and EQ= Earthquake load in corresponding direction. Obtained results have been presented in
form of graphs, indicating the trends and pattern of variables such as Base shear, lateral displacement, storey drift.
1. Base shear
Model Name Base Shear Along X(KN) Base Shear Along Y(KN)
M-01 4860 4915
M-02 7925 7978
M-03 8330 8374
M-04 9017 9064
M-05 9293 9339
M-06 11677 11712
M-07 13684 9309
M-08 9263 13722
M-09 12501 12547
The value for the base shear is maximum for model M-07 along X axis and for Model M-08 along Y axis and for Model M-09 is
nearly same along both the axis.
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2. Storey Displacement (mm)
Along X axis
The maximum lateral displacement was obtained on the top floor level in each model which was reduced by 25.4% in model
M2, 28.5% in model M3, 34.20% in model M4, 35.40% in model M5, 49.10% in model M6, 58.10 % in model M7, 35.1% in
model M8, 53.0% in model M9 as compared to the model Ml (conventional model).
Along Y axis
Storey displacement (mm) along Y axis
Storey No. Storey height form ground (m) M-1 M-2 M-3 M-4 M-5 M-6 M-7 M-8 M-9
11 35 58.5 43.9 42.2 38.8 38.1 30.1 38.3 24.8 27.8
10 31.8 56.3 39.5 38.1 34.9 34.3 27.1 34.4 22.6 25.1
9 28.6 53.0 34.9 33.7 30.7 30.2 24.0 30.3 20.2 22.3
8 25.4 48.5 30.0 29.1 26.3 26.0 20.7 26.1 17.7 19.3
7 22.2 43.0 25.1 24.4 21.9 21.7 17.3 21.8 15.0 16.2
6 19 36.8 20.1 19.7 17.6 17.4 14.0 17.5 12.3 13.2
5 15.8 30.0 15.3 15.0 13.4 13.3 10.8 13.3 9.7 10.2
4 12.6 22.9 10.8 10.6 9.4 9.4 7.8 9.4 7.1 7.4
3 9.4 15.6 6.7 6.7 5.9 5.9 5.1 5.9 4.8 4.9
2 6.2 8.6 3.4 3.4 3.1 3.1 2.7 3.1 2.7 2.7
1 3 2.7 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Storey displacement (mm) along X axis
Storey No. Storey height from ground (m) M-1 M-2 M-3 M-4 M-5 M-6 M-7 M-8 M-9
11 35 59.4 44.3 42.4 39.1 38.4 30.2 24.8 38.5 27.9
10 31.8 57.1 39.8 38.3 35.1 34.5 27.2 22.7 34.6 25.2
9 28.6 53.6 35.1 33.9 30.8 30.4 24.1 20.3 30.5 22.4
8 25.4 49.0 30.2 29.3 26.5 26.1 20.8 17.7 26.2 19.4
7 22.2 43.5 25.2 24.5 22.0 21.8 17.4 15.1 21.9 16.3
6 19 37.2 20.2 19.7 17.6 17.5 14.0 12.4 17.5 13.2
5 15.8 30.3 15.3 15.1 13.4 13.3 10.8 9.7 13.3 10.2
4 12.6 23.1 10.8 10.6 9.4 9.4 7.8 7.1 9.4 7.4
3 9.4 15.8 6.8 6.7 5.9 5.9 5.1 4.8 6.0 4.9
2 6.2 8.7 3.4 3.4 3.1 3.1 2.7 2.7 3.1 2.7
1 3 2.7 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
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The maximum lateral displacement was obtained on the top floor level in each model which wasreducedby25%inmodel M2,
28% in model M3, 33.7% in model M4,34.9% in model M5, 48.6% in model M6, 34.6% in model M7, 57.7% in model
M8,52.6% in model M9as compared to the model Ml (base model).
3. Storey drift (mm)
Along X Axis
Maximum storey Drift (mm) along X axis
Storey No. Storey height from ground (m) M-1 M-2 M-3 M-4 M-5 M-6 M-7 M-8 M-9
11 35 2.31 4.45 4.13 4.00 3.86 2.96 2.15 3.88 2.64
10 31.8 3.44 4.72 4.42 4.23 4.11 3.18 2.39 4.13 2.87
9 28.6 4.58 4.90 4.61 4.36 4.25 3.31 2.56 4.27 3.00
8 25.4 5.55 5.00 4.76 4.43 4.33 3.37 2.67 4.35 3.08
7 22.2 6.32 5.00 4.79 4.40 4.31 3.35 2.71 4.33 3.08
6 19 6.87 4.86 4.68 4.24 4.18 3.24 2.67 4.19 2.99
5 15.8 7.22 4.55 4.41 3.95 3.90 3.03 2.56 3.91 2.81
4 12.6 7.33 4.05 3.95 3.50 3.47 2.72 2.36 3.48 2.55
3 9.4 7.07 3.33 3.28 2.88 2.87 2.31 2.07 2.88 2.18
2 6.2 5.98 2.38 2.37 2.09 2.10 1.79 1.70 2.10 1.73
1 3 2.70 1.04 1.04 0.97 0.98 0.96 1.00 0.98 0.97
The maximum storey drift was reduced by 61.62% in model M2, 61.29% in model M3,65.01% in model M4, 64.95% in model
M5, 70.04% in model M6, 71.59% in model M7,64.59 % in model M8, 71.05 % in model M9 as compared to the model Ml
(base model).
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Along Y Axis
The maximum storey drift was reduced by 61.54 % in model M2, 61.20 % in model M3, 64.85% in model M4,64.85%inmodel
M5, 69.91% in model M6, 64.80 % in model M7,71.42% in model M8, 70.94% in model M9 as compare to Model M-01.
VI. CONCLUSION
The analytical study on various shear wall configurations is
done by creating a model for each configurationandthebase
shear, lateral displacement and storey drift for various
models are obtained. Among all the load combinations, the
load combination of 1.5DL+1.5EQ is found to be the most
critical combination in both X and Y direction for all the
models. From the study, the following conclusions can be
drawn out:
1. From the result of base shear it has been observe that
maximum value of Base Shear for Model – 07 along
Global X direction andModel-08alongGlobal Ydirection
which consist of Shear wall in cross shape at core this is
due to higher stiffness along the length ofshear wall and
minimum for model M-01(without shear wall) so we
conclude that due to presence of shear wall the base
shear increases.
2. From the linear static analysis it has been found that
model M-2 and M-4 having shear wall outward the
centroid of building shows large lateral displacement
and storey drift along both x andydirectioncomparedto
Model M-3, M-5, M-6 and M-9 havingshearwall towards
the centroid of the building from this we conclude that
shear walls provided at centre gives better and efficient
result.
3. From the analysis of story drift and story displacement
it has been found that it follow the same pattern or
nearly coincide with each other for model M-4,M-5,M-8
along X axis and model M-4, M-5, M-7 along Y axis.
4. It has been found that in model M-2 and M-3 having L
shape shear wall shows large lateral displacement and
storey drift as compared to other models having
rectangular shape shear wall so we conclude that
building with shearwallshavingrectangularshapegives
better result as compared to other shapes used in this
paper due to large length available along seismic force
direction which gives high stiffness.
5. The presence of shear wall can affect the seismic
behaviour of frame structure to large extent, and the
shear wall increases the strength and lateral stiffness of
the structure. It has been found that the model M-09
having shear walls at the centroid of the building in
cross shape (+ shape) shows better location of shear
wall.
Scope of Future Work
There is a scope of extending this work to include the
following for future:-
1. The present work has been carried out to find the
effective position and configuration of shear walls in a
symmetric building. The work can be extended to
asymmetric buildings.
Storey Drift (mm) along Y axis
Storey No. Storey height from ground(m) Model-1 Model-2 Model-3 Model-4 Model-5 Model-6 Model-7 Model-8 Model-9
11 35 2.22 4.39 4.08 3.96 3.82 2.94 3.85 2.14 2.62
10 31.8 3.35 4.67 4.37 4.20 4.07 3.16 4.09 2.38 2.84
9 28.6 4.48 4.84 4.58 4.33 4.21 3.29 4.24 2.55 2.98
8 25.4 5.46 4.96 4.72 4.40 4.30 3.35 4.32 2.66 3.06
7 22.2 6.22 4.96 4.76 4.37 4.29 3.33 4.30 2.70 3.06
6 19 6.78 4.82 4.65 4.22 4.16 3.23 4.17 2.66 2.98
5 15.8 7.13 4.52 4.39 3.93 3.88 3.02 3.89 2.55 2.80
4 12.6 7.25 4.03 3.94 3.49 3.46 2.71 3.47 2.35 2.54
3 9.4 7.01 3.32 3.27 2.87 2.86 2.30 2.87 2.07 2.18
2 6.2 5.95 2.38 2.36 2.09 2.09 1.79 2.09 1.70 1.73
1 3 2.69 1.04 1.04 0.97 0.98 0.96 0.98 1.00 0.97
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2. In this study ETABS 2016 has been used; other soft-
wares like STAAD Pro, SAP, ANSYS etc can be used.
3. Here linear static and linear dynamic (response
spectrum method) have been performed other
nonlinear analysis like time history and Push over
analysis can be done for same building
REFERENCES
[1] Ahamad, S. A., & Pratap, K. V. (2020). Dynamic
analysis of G+ 20 multi storiedbuilding byusingshear
walls in various locations for different seismic zones
by using Etabs.
[2] Prasad V. V., Sujatha T. and Supriya J. (2014),
"Optimum Location of a Shear Wall in High Rise U-
Shape Building", International Journal of Engineering
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[3] Magendra Tarun, Titksh Abhyuday, Qureshi A.A
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december,2018.
[8] IS: 1893-2016 (Part-1), ‘‘Criteria for Earthquake
Resistant Design of Structures”, Bureau of Indian
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[9] IS: 456- 2000, "Plain andReinforcedConcrete-Codeof
Practice", Bureau of IndianStandard,NewDelhi,India
[10] ETABS User’s Manual, “Integrated Building Design
Software”, Computer and Structure Inc. Berkeley,
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[11] IS: 875 (Part 1) - 1987, "Code of Practice for Design
Loads (Other Than Earthquake) for Buildings and
Structures- Dead Loads", Bureau of Indian Standards,
New Delhi.
[12] IS: 875 (Part 2)-1987 ”code of Practice for Design
Loads (Other Than Earthquake) for Buildings and
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[13] Chopra A. (2001), "Dynamics of Structures", 2nd ed.,
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