For effective design and good construction practises of multistory buildings, numerous prior studies have been conducted. When an earthquake strikes a palace, seismic stresses are produced at the buildings floor level. A variety of structure damage was seen after the earthquake. This study was conducted in seismic zone IV. In this work, we examine how tall structures with and without floating columns behave seismically. There are various situations in multistory buildings when it may be difficult to place a column in a certain spot.This study compares two multistory buildings, one of which supports its columns directly from the ground, and the other of which has floating columns in various locations. We prepared the model for the same height, the same plan, and the same loading condition for this analysis using the Staad Pro software. We are using an 11 story building with a 33.8 meter overall height and a layout that measures 18.92 by 19.78 metres for our analysis. There are 50 columns in the building, and 12 of them are supported by ground floor beams rather than the ground.These columns are termed as floating columns. We are providing a shear panels in those locations where the columns are supported. This shear wall transfers the load coming from the floating columns to the wall supporting columns. By considering these conditions we analysis both structures and find out the results of using floating columns in the same building. In this analysis to comparison of behavior of tall buildings using with and without floating column is concluded on parameters maximum beam moment, maximum beam shear and maximum nodal deflection and volume of concrete and volume of steel .. By considering these conditions we analysis both structures and find out the results of using floating columns in the same building. There is small difference in quantity of concrete in building having floating columns and building without floating columns. The Quantity of concrete for building having floating columns is 654.6 CUM and for Building without floating columns is666.4 CUM. In this study we concluded that with increase in ground floor column the maximum displacement inter storey drift values are reducing. Munish Kumar Singh | Prof. Afzal Khan "An Analysis of a Tall Structure with Shear Panel and floating Columns in Seismic Zone IV by STAAD Pro Software" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-7 | Issue-3 , June 2023, URL: https://www.ijtsrd.com.com/papers/ijtsrd57441.pdf Paper URL: https://www.ijtsrd.com.com/engineering/civil-engineering/57441/an-analysis-of-a-tall-structure-with-shear-panel-and-floating-columns-in-seismic-zone-iv-by-staad-pro-software/munish-kumar-singh
A Review on Analysis of a Tall Structure with Shear Panel and Floating Columnsijtsrd
For effective design and good construction practises of multistory buildings, numerous prior studies have been conducted. When an earthquake strikes a palace, seismic stresses are produced at the buildings floor level. A variety of structure damage was seen after the earthquake. This study was conducted in seismic zone IV. In this work, we examine how tall structures with and without floating columns behave seismically. There are various situations in multistory buildings when it may be difficult to place a column in a certain spot.This study compares two multistory buildings, one of which supports its columns directly from the ground, and the other of which has floating columns in various locations. We prepared the model for the same height, the same plan, and the same loading condition for this analysis using the Staad Pro software. We are using an 11 story building with a 33.8 meter overall height and a layout that measures 18.92 by 19.78 metres for our analysis. There are 50 columns in the building, and 12 of them are supported by ground floor beams rather than the ground.These columns are termed as floating columns. We are providing a shear panels in those locations where the columns are supported. This shear wall transfers the load coming from the floating columns to the wall supporting columns. By considering these conditions we analysis both structures and find out the results of using floating columns in the same building. In this analysis to comparison of behavior of tall buildings using with and without floating column is concluded on parameters maximum beam moment, maximum beam shear and maximum nodal deflection and volume of concrete and volume of steel . By considering these conditions we analysis both structures and find out the results of using floating columns in the same building. Munish Kumar Singh | Prof. Afzal Khan "A Review on Analysis of a Tall Structure with Shear Panel and Floating Columns" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-7 | Issue-2 , April 2023, URL: https://www.ijtsrd.com.com/papers/ijtsrd57440.pdf Paper URL: https://www.ijtsrd.com.com/engineering/civil-engineering/57440/a-review-on-analysis-of-a-tall-structure-with-shear-panel-and-floating-columns/munish-kumar-singh
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.
RESPONSE OF LATERAL SYSTEM IN HIGH RISE BUILDING UNDER SEISMIC LOADSIjripublishers Ijri
Tall building development has been rapidly increasing worldwide introducing new challenges that need to be met through
engineering judgment. In modern tall buildings, lateral loads induced by wind or earthquake are often resisted by a
system of coupled shear walls. But when the building increases in height, the stiffness of the structure becomes more
important and introduction of outrigger beams between the shear walls and external columns is often used to provide
sufficient lateral stiffness to the structure. In general, earthquake ground motion can occur anywhere in the world and
the risk associated with tall buildings, especially under severe earthquakes, should be given particular attention, since
tall buildings often accommodate thousands of occupants.
A Review on Analysis of a Tall Structure with Shear Panel and Floating Columnsijtsrd
For effective design and good construction practises of multistory buildings, numerous prior studies have been conducted. When an earthquake strikes a palace, seismic stresses are produced at the buildings floor level. A variety of structure damage was seen after the earthquake. This study was conducted in seismic zone IV. In this work, we examine how tall structures with and without floating columns behave seismically. There are various situations in multistory buildings when it may be difficult to place a column in a certain spot.This study compares two multistory buildings, one of which supports its columns directly from the ground, and the other of which has floating columns in various locations. We prepared the model for the same height, the same plan, and the same loading condition for this analysis using the Staad Pro software. We are using an 11 story building with a 33.8 meter overall height and a layout that measures 18.92 by 19.78 metres for our analysis. There are 50 columns in the building, and 12 of them are supported by ground floor beams rather than the ground.These columns are termed as floating columns. We are providing a shear panels in those locations where the columns are supported. This shear wall transfers the load coming from the floating columns to the wall supporting columns. By considering these conditions we analysis both structures and find out the results of using floating columns in the same building. In this analysis to comparison of behavior of tall buildings using with and without floating column is concluded on parameters maximum beam moment, maximum beam shear and maximum nodal deflection and volume of concrete and volume of steel . By considering these conditions we analysis both structures and find out the results of using floating columns in the same building. Munish Kumar Singh | Prof. Afzal Khan "A Review on Analysis of a Tall Structure with Shear Panel and Floating Columns" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-7 | Issue-2 , April 2023, URL: https://www.ijtsrd.com.com/papers/ijtsrd57440.pdf Paper URL: https://www.ijtsrd.com.com/engineering/civil-engineering/57440/a-review-on-analysis-of-a-tall-structure-with-shear-panel-and-floating-columns/munish-kumar-singh
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.
RESPONSE OF LATERAL SYSTEM IN HIGH RISE BUILDING UNDER SEISMIC LOADSIjripublishers Ijri
Tall building development has been rapidly increasing worldwide introducing new challenges that need to be met through
engineering judgment. In modern tall buildings, lateral loads induced by wind or earthquake are often resisted by a
system of coupled shear walls. But when the building increases in height, the stiffness of the structure becomes more
important and introduction of outrigger beams between the shear walls and external columns is often used to provide
sufficient lateral stiffness to the structure. In general, earthquake ground motion can occur anywhere in the world and
the risk associated with tall buildings, especially under severe earthquakes, should be given particular attention, since
tall buildings often accommodate thousands of occupants.
Effect of Wind Load on Structural Performance of Dimensionally Regular & Irre...Dr. Amarjeet Singh
Outriggers system is used as one of the best way of increasing the lateral stiffness and has been generally utilized in tall building structures. The outrigger system is very effective in increasing structure’s flexural stiffness. It is likewise viable in decreasing the horizontal top deflection and bending moments in the core of high-rise frame-core structures. This study presents the detailed analysis on how the top drift, inter-story drift, base moment in the core are influenced by the outriggers stiffness, outriggers optimum locations, columns axial stiffness and foundations flexibility. outrigger braced structures can strengthen a structure without disturbing its aesthetic appearance and this is a significant advantage over other lateral load resisting systems. The thesis compare between many outriggers systems including both concrete & steel Outriggers. The Rectangular shape & L- shaped building structures are taken for analysis. The study also presents simplified procedure to optimize the location of the outriggers that will result in a maximum reduction in the lateral displacement at the top of the building. The modeling of the structure is done using “ETABS” program. The investigation of the model is completed by comparable static technique. Finally, the thesis proposed a simplified analysis for outriggers structures with core for both regular and irregular high rise building.
Sesimic Analysis of Multistorey Building Having a Floating Column and Shear W...ijtsrd
Seismic behavior of multistoried building or high rise structures having various types of structural elements which make structure more vulnerable is peculiar for mankind and disturbing because of erratic nature of volcanic activity. This underground eruption does not only destroy properties which induce economical loss but also affect human life due to immersive loss of individual soul. As per today’s situation more open space and additional clear space in stature is attaining importance. More open space is gaining importance to serve parking area in basement, for marriage hall or exhibition hall, shopping complex and much more. Similarly appealing architecture is also in demand for ever in architectural history so increasing headroom by removing beam is a way to accomplish the objective. These necessities is accomplished by adding various structural elements as stated in the introduction viz floating column for open space and flat slab for increasing headroom. With the addition of these elements structure is more prone to volcanic eruptions so it is needed to add some structural element that can adhere the resulting lateral forces i.e., shear wall to resist lateral load resisting system. After analyzing it had been concluded that extensive research is performed on these types of situations with numerous structural practices and methodologies adopted so far to neutralize the seismic effect as much as possible. To analyze the aforesaid problem statement various configuration are modeled and analyzed which is amalgamation of all three structural elements in different combination. To accomplish the objective a G 10 storied multistory building is framed and analyzed against various seismic and non seismic parameters. Various 11 storied models are framed with a combination of three structural elements in which all models have one common element i.e., floating column. So, the models configured in various amalgamations are simple RCC building, building with only floating column, building with floating column and flat slab, building with floating column and shear wall and a combination of all comprising RCC building with floating column, shear wall and flat slab. It has been concluded from investigation that Case D is found most optimum which makes it possible to add structural element viz floating column for more space, flat slab to increasing headroom with the help lateral load resisting system i.e., shear wall to a particular extent within safer limits. Mridul Shukla | Prof. Afzal Khan "Sesimic Analysis of Multistorey Building Having a Floating Column and Shear Wall with an Introduction to Flat Slab" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-6 | Issue-7 , December 2022, URL: https://www.ijtsrd.com/papers/ijtsrd52286.pdf Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/52286/sesimic-analysis-of-multistorey-building-having-a-floating-column-and-shear-wall-with-an-
Seismic Response of Structure with Single Coreijtsrd
Shear walls and outriggers have been used so far to resist the seismic waves of earthquake and heavy winds actions. The complete failure of the structures that has occurred in the past due to catastrophic earthquake may be avoided with the use of shear wall in the structure. The study is concerned with the use of shear wall as a single core in structure that will resist the seismic waves of earthquake. In the present study analysis of RCC building has been carried out by changing the locations of shear walls in the building. The seismic analysis performed is linear dynamic response spectrum analysis using the well known analysis and design software ETABS 16.2.0. Seismic performance of the building has been investigated based on parameters such as strorey drift, base shear and storey displacement. Belsare Sumit Bandopanth | Dilip Budhlani "Seismic Response of Structure with Single Core" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-3 , April 2020, URL: https://www.ijtsrd.com/papers/ijtsrd30851.pdf Paper Url :https://www.ijtsrd.com/engineering/civil-engineering/30851/seismic-response-of-structure-with-single-core/belsare-sumit-bandopanth
Seismic Drift Consideration in soft storied RCC buildings: A Critical ReviewIJERD Editor
Reinforced concrete frame buildings are becoming increasingly common in urban India. Many such
buildings constructed in recent times have a special feature – the ground storey is left open for the purpose of
parking, i.e., columns in the ground floor do not have any partition walls (of either masonry or
Reinforced concrete) between them. Such buildings are often called open ground storey buildings. The
relative horizontal displacement in the ground storey is much larger than storeys above it. The total horizontal
earthquake force it can carry in the ground storey is significantly smaller than storeys above it. The soft or weak
storey may exist at any storey level other than ground storey level. The presence of walls in upper storeys
makes them much stiffer than the open ground storey. Still Multi storey reinforced concrete buildings are
continuing to be built in India which has open ground storeys. It is imperative to know the behavior of
soft storey building to the seismic load for designing various retrofit strategies. Hence it is important to
study and understand the response of such buildings and make such buildings earthquake resistant based
on the study to prevent their collapse and to save the loss of life and property.
‘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
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Effect of Wind Load on Structural Performance of Dimensionally Regular & Irre...Dr. Amarjeet Singh
Outriggers system is used as one of the best way of increasing the lateral stiffness and has been generally utilized in tall building structures. The outrigger system is very effective in increasing structure’s flexural stiffness. It is likewise viable in decreasing the horizontal top deflection and bending moments in the core of high-rise frame-core structures. This study presents the detailed analysis on how the top drift, inter-story drift, base moment in the core are influenced by the outriggers stiffness, outriggers optimum locations, columns axial stiffness and foundations flexibility. outrigger braced structures can strengthen a structure without disturbing its aesthetic appearance and this is a significant advantage over other lateral load resisting systems. The thesis compare between many outriggers systems including both concrete & steel Outriggers. The Rectangular shape & L- shaped building structures are taken for analysis. The study also presents simplified procedure to optimize the location of the outriggers that will result in a maximum reduction in the lateral displacement at the top of the building. The modeling of the structure is done using “ETABS” program. The investigation of the model is completed by comparable static technique. Finally, the thesis proposed a simplified analysis for outriggers structures with core for both regular and irregular high rise building.
Sesimic Analysis of Multistorey Building Having a Floating Column and Shear W...ijtsrd
Seismic behavior of multistoried building or high rise structures having various types of structural elements which make structure more vulnerable is peculiar for mankind and disturbing because of erratic nature of volcanic activity. This underground eruption does not only destroy properties which induce economical loss but also affect human life due to immersive loss of individual soul. As per today’s situation more open space and additional clear space in stature is attaining importance. More open space is gaining importance to serve parking area in basement, for marriage hall or exhibition hall, shopping complex and much more. Similarly appealing architecture is also in demand for ever in architectural history so increasing headroom by removing beam is a way to accomplish the objective. These necessities is accomplished by adding various structural elements as stated in the introduction viz floating column for open space and flat slab for increasing headroom. With the addition of these elements structure is more prone to volcanic eruptions so it is needed to add some structural element that can adhere the resulting lateral forces i.e., shear wall to resist lateral load resisting system. After analyzing it had been concluded that extensive research is performed on these types of situations with numerous structural practices and methodologies adopted so far to neutralize the seismic effect as much as possible. To analyze the aforesaid problem statement various configuration are modeled and analyzed which is amalgamation of all three structural elements in different combination. To accomplish the objective a G 10 storied multistory building is framed and analyzed against various seismic and non seismic parameters. Various 11 storied models are framed with a combination of three structural elements in which all models have one common element i.e., floating column. So, the models configured in various amalgamations are simple RCC building, building with only floating column, building with floating column and flat slab, building with floating column and shear wall and a combination of all comprising RCC building with floating column, shear wall and flat slab. It has been concluded from investigation that Case D is found most optimum which makes it possible to add structural element viz floating column for more space, flat slab to increasing headroom with the help lateral load resisting system i.e., shear wall to a particular extent within safer limits. Mridul Shukla | Prof. Afzal Khan "Sesimic Analysis of Multistorey Building Having a Floating Column and Shear Wall with an Introduction to Flat Slab" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-6 | Issue-7 , December 2022, URL: https://www.ijtsrd.com/papers/ijtsrd52286.pdf Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/52286/sesimic-analysis-of-multistorey-building-having-a-floating-column-and-shear-wall-with-an-
Seismic Response of Structure with Single Coreijtsrd
Shear walls and outriggers have been used so far to resist the seismic waves of earthquake and heavy winds actions. The complete failure of the structures that has occurred in the past due to catastrophic earthquake may be avoided with the use of shear wall in the structure. The study is concerned with the use of shear wall as a single core in structure that will resist the seismic waves of earthquake. In the present study analysis of RCC building has been carried out by changing the locations of shear walls in the building. The seismic analysis performed is linear dynamic response spectrum analysis using the well known analysis and design software ETABS 16.2.0. Seismic performance of the building has been investigated based on parameters such as strorey drift, base shear and storey displacement. Belsare Sumit Bandopanth | Dilip Budhlani "Seismic Response of Structure with Single Core" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-3 , April 2020, URL: https://www.ijtsrd.com/papers/ijtsrd30851.pdf Paper Url :https://www.ijtsrd.com/engineering/civil-engineering/30851/seismic-response-of-structure-with-single-core/belsare-sumit-bandopanth
Seismic Drift Consideration in soft storied RCC buildings: A Critical ReviewIJERD Editor
Reinforced concrete frame buildings are becoming increasingly common in urban India. Many such
buildings constructed in recent times have a special feature – the ground storey is left open for the purpose of
parking, i.e., columns in the ground floor do not have any partition walls (of either masonry or
Reinforced concrete) between them. Such buildings are often called open ground storey buildings. The
relative horizontal displacement in the ground storey is much larger than storeys above it. The total horizontal
earthquake force it can carry in the ground storey is significantly smaller than storeys above it. The soft or weak
storey may exist at any storey level other than ground storey level. The presence of walls in upper storeys
makes them much stiffer than the open ground storey. Still Multi storey reinforced concrete buildings are
continuing to be built in India which has open ground storeys. It is imperative to know the behavior of
soft storey building to the seismic load for designing various retrofit strategies. Hence it is important to
study and understand the response of such buildings and make such buildings earthquake resistant based
on the study to prevent their collapse and to save the loss of life and property.
‘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
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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
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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
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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
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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
Safalta Digital marketing institute in Noida, provide complete applications that encompass a huge range of virtual advertising and marketing additives, which includes search engine optimization, virtual communication advertising, pay-per-click on marketing, content material advertising, internet analytics, and greater. These university courses are designed for students who possess a comprehensive understanding of virtual marketing strategies and attributes.Safalta Digital Marketing Institute in Noida is a first choice for young individuals or students who are looking to start their careers in the field of digital advertising. The institute gives specialized courses designed and certification.
for beginners, providing thorough training in areas such as SEO, digital communication marketing, and PPC training in Noida. After finishing the program, students receive the certifications recognised by top different universitie, setting a strong foundation for a successful career in digital marketing.
Francesca Gottschalk - How can education support child empowerment.pptxEduSkills OECD
Francesca Gottschalk from the OECD’s Centre for Educational Research and Innovation presents at the Ask an Expert Webinar: How can education support child empowerment?
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.
Embracing GenAI - A Strategic ImperativePeter Windle
Artificial Intelligence (AI) technologies such as Generative AI, Image Generators and Large Language Models have had a dramatic impact on teaching, learning and assessment over the past 18 months. The most immediate threat AI posed was to Academic Integrity with Higher Education Institutes (HEIs) focusing their efforts on combating the use of GenAI in assessment. Guidelines were developed for staff and students, policies put in place too. Innovative educators have forged paths in the use of Generative AI for teaching, learning and assessments leading to pockets of transformation springing up across HEIs, often with little or no top-down guidance, support or direction.
This Gasta posits a strategic approach to integrating AI into HEIs to prepare staff, students and the curriculum for an evolving world and workplace. We will highlight the advantages of working with these technologies beyond the realm of teaching, learning and assessment by considering prompt engineering skills, industry impact, curriculum changes, and the need for staff upskilling. In contrast, not engaging strategically with Generative AI poses risks, including falling behind peers, missed opportunities and failing to ensure our graduates remain employable. The rapid evolution of AI technologies necessitates a proactive and strategic approach if we are to remain relevant.
Introduction to AI for Nonprofits with Tapp NetworkTechSoup
Dive into the world of AI! Experts Jon Hill and Tareq Monaur will guide you through AI's role in enhancing nonprofit websites and basic marketing strategies, making it easy to understand and apply.
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.
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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Macroeconomics- Movie Location
This will be used as part of your Personal Professional Portfolio once graded.
Objective:
Prepare a presentation or a paper using research, basic comparative analysis, data organization and application of economic information. You will make an informed assessment of an economic climate outside of the United States to accomplish an entertainment industry objective.
Read| The latest issue of The Challenger is here! We are thrilled to announce that our school paper has qualified for the NATIONAL SCHOOLS PRESS CONFERENCE (NSPC) 2024. Thank you for your unwavering support and trust. Dive into the stories that made us stand out!
2. International Journal of Trend in Scientific Research and Development @ www.ijtsrd.com eISSN: 2456-6470
@ IJTSRD | Unique Paper ID – IJTSRD57441 | Volume – 7 | Issue – 3 | May-June 2023 Page 579
to reduce the irregularityintroduced bythefloating
columns.
Floating column rest on the beam means the beam
which support the column is act as afoundation.
That beam is called as transfer beam. This is
widely used in high storiedbuildings which are
used for both commercial and residential purpose.
This helps toalter the plan of the top floors to our
convenience. The transfer beam that support
floating column will be designed with more
reinforcement.
The total seismic base shear as experienced by a
building during an earthquake is dependent on its
natural period; the seismic force distribution is
dependent on the distribution of stiffness and
mass along the height. The behavior of a building
during earthquakes depends critically on its
overall shape, size and geometry, in addition to
how the earthquake forces are carried to the
ground.
Buildings with columns that hang or float on
beams at an intermediate storey and donot go all
the way to the foundation, have discontinuities in
the load transfer path.
Instructural engineering, ashear wallisastructural
system composed of braced panels(also known as
shear panels) to counter the effects of lateral load
acting on a structureFEM codes are developed
for 2D multi storey frames with and without
floating column to study the responses of the
structure under different earthquake excitation
having different frequency content keeping the
PGA and time duration factor constant.The time
history of floor displacement, inter storey drift,
base shear, overturningmoment are computed for
both the frames with and without floating column.
The behavior of a building during earthquakes
depends critically on its overall shape, size and
geometry, in addition tohowtheearthquakeforces
are carried to the ground.The earthquake forces
developed at different floor levels in a building
need to be brought down along the height to the
ground by the shortest path; any deviation or
discontinuity in this load transfer path results in
poor performance of the building. Buildings with
vertical setbacks (like the hotel buildings with a
few storey wider than the rest) cause a sudden
jump in earthquake forces at the level of
discontinuity. Buildings that have fewer columns
orwalls in aparticular storeyorwithunusuallytall
storeytend to damageor collapse which is initiated
inthat storey. Manybuildings withan open ground
storey intended for parking collapsed or were
severely damaged in Gujaratduringthe2001 Bhuj
earthquake. Buildings with columns that hang or
floatonbeams at an intermediate storey and do not
go all the way to the foundation, have
discontinuities in the load transfer path.
Tall Structure
Tall buildings throughout the world are becoming
popular day by day. With the advent of modern
day construction technology and computers, the
basic aim has been to construct safer buildings
keeping in view the overall economics of the
project. A high-rise building, apartment tower,
office tower, apartment block, or block of flats, is
a tall building or structure used as a residential
and or office use. In some areas they may be
referred to as "Multi Dwelling Unit" or “Vertical
cities”. They have the potential to decongest the
urban sprawl on the ground level, and increase the
urban density, housing higher number of families
in lesser space
Massachusetts, United States General Laws
define a high-rise as being higher than 70 feet (21
m).
Most building engineers, inspectors, architects
and similar professions define a high-rise as a
building that is at least 75 feet (23 m) tall.
METHODOLOGY
GENERAL
In this study the behavior of building frame with and
without floating column is studied under static load,
Dynamic load and seismic loading condition. The
Response Spectrum method is adopted for dynamic
analysis in the STAAD. Pro.
Two 9 story two bay 3D building frame with and
without floating columns are analyzed for static
loading using the present FEM code and for dynamic
loading using Response Spectrum method. For
analysis of the commercial software STAAD Pro. For
this study we design a 9- story building tower with all
columns supporting tothe ground and another same
building is design with floating columns. These
columns are supported by a shear wall provided in
place of brick masonry wall.
Floating column: The columns supported by beams
or walls directly not to the ground, are termed as
floating columns. These columns transfer the load to
the beams and then through beams it is transfer to
another column and then to the foundations.
Shear Wall: The wall constructed by reinforcement
concrete to resist shear force occurs in the building is
termed as shear wall.
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We provide shear wall instead of brick masonry wall.
By using shear wall there are two measure benefits.
one it resists and transmit vertical load and moment
easilyto the supporting columns and there is no need
to provide extra support. Second it works as wall and
hence there is no need to provide masonry wall hence
there are miner difference in cost.
Modelling In STAAD. Pro V8i
STAAD.pro offers a state-of-the-art user interface,
visualization tools, modeling tools, property assign,
powerful analysis and design engines with advanced
finite element and dynamic analysis method.
STAAD.ProV8i is a computer program developed by
Research Engineers International at Yorba Linda, CA
in 1997.
STAAD.pro consists of the following:
The STAAD.pro Graphical User Interface
generate the model, assigned property and apply
loads. Then analysis can perform using the
STAAD engine. After analysis and design is
completed, the results show graphically in anal
files.
The STAAD analysis and design engine: It is a
general-purpose calculation engine forstructural
analysis and integrated Steel, Concrete design.
Before start modeling in STAAD.pro V8i I have
solved sample, problems using STAAD.pro and then
checked the results obtained from STAAD pro V8i
with manual design. The results obtained from
STAAD pro V8i were to satisfaction and were
accurate as manual design. In the initial phase of
project I have done calculations considered dead load,
live load, seismic load and wind load.
Problem Statement
This study is based on the comparison of two
multistory buildings one having column support
directly to the ground and other having floating
column in various locations. For this analysis we used
STAAD. Pro software and prepare model for same
height, same plan and same loading condition. We are
taking a 9-story building for analysis having 33.8 m
height from ground level and 18.92 x 19.78 m is plan.
There 50 columns in building and 12 columns in
various different locations are supported in second
floor beams not to ground. These columns are termed
as floating columns. Weare providing a shear wall in
those locations to support the columns. This shear
wall transfers the load (coming from the floating
columns) to the wall supporting columns. By
considering these conditions we analysis both
structures and find out the results ofusing floating
columns in the same building. These models are
analyzed for dead load, wind load and seismic load.
Dead load was designed according to IS: 875-
1987(Part 1) and Seismic load was designed using
response spectrum method for earthquake zone IV of
India using IS: 1903-2002. The details of the modeled
tanks are listed below. Modal damping of 5% is
considered with SMRF and Importance Factor (I)
=1.2
For wall design the four nodes plates are used in the
both models. In the output of slab design the
longitudinal reinforcements, which coincides with the
local x direction of the element, and, transverse
reinforcement, which coincides with the local y
direction of the element, is provided.
To create a design member, use the Normal Cursor
(also known as Elements Cursor) to select one or more
analytical beams, then click on the menu item
Member>Form Member. Information on Design
Members can be selected using the Members Cursor.
Details of design members can be seen in the
Members Table.
To delete a design member, use the Members to select
it and press 'Delete' on the keyboard or from the Edit
menu.
Note that an analytical beam segment can only be part
of one design member definition.
Design members can be designed with either Beam or
Column Design Briefs.
To create a design slab, use the Plates Cursor to select
one or more finite elements, then click on the menu
item Slabs>Form Slab. Information on design slabs
that have been created is listed in the Slabs Table.
Assumptions
The following various assumptions were made before
the start of the modellingprocedure so as to maintain
similar conditions for all the two models:
Only the main building frame made by column
and beam is considered for analysis.The load of
slab and staircases are assigned directly to the
beams in both models.
230 mm thick shear wall with 15 mm plaster
on each side will be considered forsupporting
the floating columns.
Floating columns are supported directly to the
shear wall provided. These shear walls are
supported by ground floor columns.
Columns are terminated in the second floor.
The sizes of floating columns are asusual as
other building.
The beam sizes are 300 X450mm for the plinth
beams and 230X450mm are for allother beams
in both models.
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There are different columns sizes according to
load and moment occurs. Detail ofcolumns are
given in table.
The slab thickness is considered 150 mm and
finishing is consider 75mm.
The beams are resting centrally on the
columns so as to avoid the conditions of
eccentricity.
For all structural elements, grade of concrete is
taken M-30& and grade of steel istaken Fe-500.
Cover for the Beams is provided 25mm and
40mm for the columns and 35mm for theshear
walls.
The footings are not designed. And supports are
assigned in the form of fixedsupports.
Seismic loads are considered in the horizontal
direction only and the vertical direction are
assumed to be insignificant.
Seismic Zone-IV is considered for the calculation
of seismic load.
Sizes of members and model details are as
follows: (All dimensions are in mm)
Table 4.1 Building Description
S. No Description
Building without
floating columns(mm)
Building having
floating columns(mm)
1 Plan dimensions 18.92 m × 19.78 m (X×Z) 18.92 m × 19.78 m (X×Z)
2 Floor height 3.2 m 3.2 m
3 Dimension of columns
0.35X0.60m,
0.40X0.95m,
0.32X1.275m
0.32X1.90m
0.35X0.60m,
0.40X0.95m,
0.32X1.275m
0.32X1.90m
4 No. of columns 50 38
5 Shear wall Thickness 0 0.23 m
6 Beam size
0.23 X 0.45m,
0.3 X 0.45m
0.23 X 0.45m,
0.3 X 0.45m
7 Total building height 33.8 m 33.8 m
8 Floor Sab Thickness 0.15m 0.15m
9 Grade of concrete M 30 M 30
10 Grade of Steel Fe 500 Fe 500
11 Location Seismic Zone IV Seismic Zone IV
12 Live Load on floor 2 kN/m2
2kN/m2
13
Live Load on landingand
corridor area
3 kN/m2
3 kN/m2
FREE VIBRATION ANALYSIS
In this analysis 9-storey one bay 2D frame is taken. Fig.4.1 shows the sketchmatic view of the 2D frame. The
results obtained are compared with Maurice Petyt[21]. The input data are as follows:
Span of bay = 3.6 m
Storey height = 3.2 m
Size of beam = (0.23 x 0.45) m Size of column = (0.35 x 0.60) m
Modulus of elasticity, E = 21.7 x106
kN/m2
Density, ρ = 7.83 x 103
Kg/m3
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Fig. 4.1Geometry of the 2-dimensional framework Dimensions are in meter
GENERATION OF STRUCTURE
In this study two concrete frames with and without floating column having same material propertyand
dimension are analyzed under same loading condition.
Fig. 4.2 STAAD Generated 3D Rendered model of building having shear wall and floating columns.
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Fig. 4.3 STAAD Generated 3D Rendered model of building without shear wall and floating columns.
a. With floating column and shear wall b. without floating column and shear wall
Fig. 4.4 Basic Plan of the building with and without floating column and shear wall
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Fig. 4.5 Basic Elevation of the building with and without floating column and shear wall
LOAD CALCULATION
The loading of the building is considered as per following calculation
1. Dead Loads are applied as: -
Self-weight of the structure is automatically taken by software itself.
The self-weight of slab = .150m x 1 x 1 x 25= 3.75 KN/m2
The floor finish load of slab = .075m x 1 x 1 x 25= 1.875 KN/m2
Load due to masonry Wall = 0.23 x 2.75 x 20 = 12.65 KN /m
2. Live Loads
The live load is considered 2 KN/m2 on all floor and 3 KN/m2
on balcony, landing and Corridorareas.
3. Earthquake Loads
In this present work “response spectrum method” of analysis is used.
As per “IS 1893-2005” Part-4 code book seismic loading is assigning to the structure.
This load is taken in to account by specifying the zone III and soil type in which structure is assumedto be
located.
Zone: - 0.24
Importance factor: -1.2
Damping ratio: - 5
Type of structure: - 1
Response reduction factor: - 5
Rock and soil site factor: - 2
4. Wind load: -
In this work both models have been assigned these below given property for wind Intensity analysis.
Calculate as per ASCE-7(2010)
Building Classification Category: - III
Basic Wind speed: - 47 mph
Exposure Category: - B
Load Combinations
The following load and load combinations are considered during the analysis of the model inSTAAD. Pro:
LOAD AND LOAD COMBINATIONS
LOAD7SPECTRUMINXDIRECTIONEQLX
SPECTRUMCQC1893TORECC0.05X0.0288ACCSCALE3.46741DAMP0.05
SOILTYPE2
REFERENCELOADR11.0
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881882923924106110621103110412411242128312841421142214631464 -
1601160216431644PRISYD1.9ZD0.32
9TO1116TO18178TO180185TO187350TO352359TO361530TO532539 -
540TO541710TO712719TO721890TO892899TO9011070TO1072 -
1079TO10811250TO12521259TO12611430TO14321439TO1441 -
1610TO16121619TO16211778TO17801783TO17851822TO1824 -
1827TO1829PRISYD0.9ZD0.23
23242728PRISYD0.7ZD0.4
717279808792939699100103110116210211215TO220222TO231233 -
234237238240TO249252TO258260TO263265TO285287TO290 -
292TO297300TO307309310313314316TO323325TO330334335 -
388TO517568TO697748TO877928TO10571108TO12371288TO14171468 -
1469TO15971648TO17771794TO18211838TO1865PRISYD0.45ZD0.23
125TO81519222531TO343738PRISYD0.4ZD0.7
39TO7073TO7881TO8688TO9194959798101102104TO109 -
111TO115117TO169PRISYD0.45ZD0.3UNITMMSNEWTON
MEMBERPROPERTYINDIAN
208209212TO214221232235236239250251259264286291298299308 -
311312315324331TO333336337PRISYD450ZD230
UNITMETERKN
CONSTANTS
MATERIALCONCRETEMEMB349TO1416TO1820212629303536170TO209 –
212TO214221232235236239250251259264286291298299308311312 -
315324331TO333336TO387518TO567698TO747878TO9271058TO1107 -
1238TO12871418TO14671598TO16471778TO17931822TO1837 -
1866TO18731878TO1881
MATERIALBEAMMEMB39TO169210211215TO220222TO231233234237238 –
240TO249252TO258260TO263265TO285287TO290292TO297 -
300TO307309310313314316TO323325TO330334335388TO517 -
568TO697748TO877928TO10571108TO12371288TO14171468TO1597 -
1648TO17771794TO18211838TO1865
MATERIALCOLUMNMEMB125TO8151922TO25272831TO343738
SUPPORTS
1TO38FIXED
For reliable method of analysis, the combined action of DL, LL, WL & EQ forces areconsidered i.e. 1.2 DL
+ 1.2 LL + 1.2 EQX+ 1.2 WL. The structures with different geometries and various floors have been
modelled using STAAD.pro software. Total 26 combinations of different above-mentioned load conditions
are generated andapplied. For design of a slab and shear walls the four nodes plate is used in both models.
These plates are supported by beam directly and transmit the load to the beams.
The supports are taken as fixed support in building without floating columns and the crass sections are
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assumed rectangular in geometry.
The live load is taken as 2 KN/m2
and floor load is taken as 3 KN/m2
. The wall load isconsidered as UDL of
15.81KN/m in all models. And shear wall load is considered UDL of 18.11 KN/m.
Codes used for design are: RCC Design - IS 456:2000; Seismic Loads - IS 1893:2000(Part 1) and Wind
Loads – ASCE 7. The building frames are analyzed in STAAD.pro V8i by modelling and the average
displacement, beam stresses, slab stresses, storey drift and base shear are calculated to give a comparative
result in between the different framing systems.
The behavior of both framing systems is taken as a basic study on the modeled
structures. The lateral drift/deflection ratio is checked against the clause 7.11.1 of IS-1893:2002 i.e. under
transient seismic loads.
The following parameters were considered to present a comparison between thedifferent frames:
Maximum Beam Shear
Maximum Beam Moments
Maximum Nodal Deflections
Maximum Axial Load on Columns Footing
Volume of Steel and Volume of concrete
RESULTS AND DISCUSSIONS
RESULTS
After finishing comparative study of the building’s towers with and without floating columns a comparison is
made on the basis of following points given bellow. Then final result is obtained by reading these tables.
MAXIMUM BENDING MOMENT
MAXIMUM SHARE FORCE
AXIAL LOAD ON COLUMNS FOOTING
NODAL DISPLACEMENT OF BEAMS
VOLUME OF STEEL AND VOLUME OF CONCRETE
MAXIMUM BENDING MOMENT
Table 5.1 Maximum Bending moment in building having floating column
Horizontal Vertical Horizontal Moment
Node L/C FxkN FykN FzkN Mx N-m My N-m Mz N-m
Max Fx 4 4 LOAD CASE 1 15.068 1159.977 4.604 4552.079 3844.537 -9.78E+05
Min Fx 35 4 LOAD CASE 1 -17.842 1201.548 -2.182 -2159.295 1.82E+03 1.01E+06
Max Fy 13 4 LOAD CASE 1 -13.838 1651.41 -10.673 -9650.542 -5.50E-2 13590.423
Min Fy 10 6 LOAD CASE 3 0.054 40.223 0 0 0 -75.77
Max Fz 5 4 LOAD CASE 1 1.362 1360.66 27.518 26071.92 -0.029 -1345.647
Min Fz 2 4 LOAD CASE 1 1.36 1360.78 -27.522 -26081.31 -0.029 -1343.292
Max Mx 5 4 LOAD CASE 1 1.362 1360.66 27.518 26071.92 -0.029 -1345.647
Min Mx 2 4 LOAD CASE 1 1.36 1360.78 -27.522 -26081.31 -0.029 -1343.292
Max My 4 4 LOAD CASE 1 15.068 1159.97 4.604 4552.079 3844.537 -9.78E+05
Min My 3 4 LOAD CASE 1 15.049 1159.985 -4.606 -4557.404 -3846.94 -9.78E+05
Max Mz 35 4 LOAD CASE 1 -17.842 1201.548 -2.182 -2159.295 1821.806 1.01E+06
Min Mz 4 4 LOAD CASE 1 15.068 1159.977 4.604 4552.079 3844.537 -9.78E+05
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Table 5.2 Maximum Bending moment in building without floating column
Horizontal Vertical Horizontal Moment
Node L/C FxkN FykN FzkN Mx N-m My N-m Mz N-m
Max Fx 4 4 LOAD CASE 1 15.042 1151.649 -4.816 -4763.451 -4021.57 -9.76E+05
Min Fx 46 4 LOAD CASE 1 -18.413 1191.937 -2.371 -2344.687 1979.515 1.00E+06
Max Fy 20 4 LOAD CASE 1 3.349 1309.722 2.705 2234.537 0 -3407.29
Min Fy 14 6 LOAD CASE 3 0.04 39.52 0 0 0.00E+00 -176.213
Max Fz 16 4 LOAD CASE 1 -0.005 772.591 6.576 5940.732 0.00E+00 -134.069
Min Fz 17 4 LOAD CASE 1 -0.005 772.591 -6.576 -5940.73 0.00E+00 -134.069
Max Mx 16 4 LOAD CASE 1 -0.005 772.591 6.576 5940.732 0.00E+00 -134.069
Min Mx 17 4 LOAD CASE 1 -0.005 772.591 -6.576 -5940.73 0 -134.069
Max My 5 4 LOAD CASE 1 15.042 1151.649 4.816 4763.452 4021.57 -9.76E+05
Min My 4 4 LOAD CASE 1 15.042 1151.649 -4.816 -4763.451 -4021.57 -9.76E+05
Max Mz 46 4 LOAD CASE 1 -18.413 1191.937 -2.371 -2344.687 1979.515 1.00E+06
Min Mz 4 4 LOAD CASE 1 15.042 1151.649 -4.816 -4763.451 -4021.57 -9.76E+05
It is observed that maximum +VE bending moment in buiding having floating column is 4552.079N-m and for
the without floating column is 5940.73N-m and maximum -Ve moment in the building having floating columns
is -9650.54 N-m and for the building without floating columns is -5940.73 N-m.
a. With floating column and shear wall b. Without floating column and shear wall
Fig. 5.1 STAAD. Pro Model showing Bending moment of Building with and without floating column
and shear wall
MAXIMUM SHARE FORCE
Table 5.3 Maximum share force on building having floating column
Beam L/C Node FxkN FykN FzkN Mx N-m My N-m Mz N-m
Max Fx 13 4 LOAD CASE 1 13 1461.41 13.838 -10.673 -0.055 9650.542 13590.423
Min Fx 1639 4 LOAD CASE 1 870 -24.675 -14.843 -4.405 0.19 -4444.211 26928.666
Max Fy 333 4 LOAD CASE 1 201 0 229.645 0 134.024 0 1.74E+05
Min Fy 239 4 LOAD CASE 1 151 0 -164.709 0 3.943 0 1.20E+05
Max Fz 386 4 LOAD CASE 1 205 197.19 3.085 37.981 0.049 -76172.497 5633.188
Min Fz 381 4 LOAD CASE 1 200 197.2 3.088 -37.988 0.049 76185.51 5638.775
Max Mx 68 4 LOAD CASE 1 65 0 -0.923 0 9500.32 0 1728.528
Min Mx 65 4 LOAD CASE 1 62 0 -0.923 0 -9500.391 0 1728.337
Max My 381 4 LOAD CASE 1 200 197.2 3.088 -37.988 0.049 76185.51 5638.775
Min My 386 4 LOAD CASE 1 205 197.19 3.085 37.981 0.049 -76172.497 5633.188
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Table 5.4 Maximum share force on building without floating column
Beam L/C Node FxkN FykN FzkN Mx N-m My N-m Mz N-m
MaxFx 20 4 LOAD CASE 1 20 1149.722 -3.349 2.705 0 -2234.537 -3407.29
MinFx 51 4 LOAD CASE 1 52 0 43.63 0 57.73 0 22515.942
MaxFy 116 4 LOAD CASE 1 86 0 58.642 0 0.023 0 28122.161
MinFy 116 4 LOAD CASE 1 95 0 -58.561 0 0.023 0 28003.473
MaxFz 1626 4 LOAD CASE 1 727 98.882 -31.567 11.762 0 -15671.457 -46056.837
MinFz 1625 4 LOAD CASE 1 726 98.882 -31.567 - 11.762 0 15671.456 -46056.837
MaxMx 94 4 LOAD CASE 1 85 0 23.131 0 10328.994 0 9260.255
MinMx 93 4 LOAD CASE 1 80 0 23.131 0 -10328.993 0 9260.255
MaxMy 1637 5 LOAD CASE 2 828 24.512 0.284 10.594 0 22090.441 -392.966
MinMy 1638 5 LOAD CASE 2 835 24.512 0.284 - 10.594 0 -22090.436 -392.971
MaxMz 1626 4 LOAD CASE 1 811 50.242 -31.567 11.762 0 21966.809 54956.493
MinMz 1667 4 LOAD CASE 1 886 50.682 30.671 - 11.636 0 -21864.038 -55575.137
It is observed that the maximum shear force in the building having floating columns is 1461.41KN and forthe
building without floating columns is 1149.72KN.
a. With floating column and shear wall
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NODAL DISPLACEMENT OF BEAMS
Table 5.7 Maximum Nodal displacement in building having floating columns
Horizontal Vertical Horizontal Resultant Rotational
Node L/C X mm Y mm Z mm mm rX rad rYrad rZ rad
Max X 906 5 LOAD CASE 2 0.117 -0.624 0 0.635 0 0 0
Min X 914 4 LOAD CASE 1 -0.553 -2.729 -0.001 2.784 0 0 0
Max Y 1 4 LOAD CASE 1 0 0 0 0 0 0 0
Min Y 734 4 LOAD CASE 1 -0.14 -8.212 0 8.213 -0.001 0 -0.01
Max Z 375 4 LOAD CASE 1 -0.02 -2.298 0.001 2.298 0 0 0
Min Z 901 4 LOAD CASE 1 -0.55 -4.452 -0.002 4.486 0 0 0
Max rX 45 4 LOAD CASE 1 -0.001 -5.438 0 5.438 0.003 0 -0.01
Min rX 40 4 LOAD CASE 1 -0.001 -5.438 0 5.438 -0.003 0 -0.01
Max rY 627 4 LOAD CASE 1 -0.098 -2.982 0.001 2.984 0 0 0
Min rY 901 4 LOAD CASE 1 -0.55 -4.452 -0.002 4.486 0 0 0
Max rZ 184 4 LOAD CASE 1 0.001 -4.898 0 4.898 0 0 0.03
Min rZ 148 4 LOAD CASE 1 0.001 -5.261 0 5.261 0 0 -0.03
Max Rst 734 4 LOAD CASE 1 -0.14 -8.212 0 8.213 -0.001 0 -0.001
Table 5.8 Maximum Nodal displacement in building without floating columns
Horizontal Vertical Horizontal Resultant Rotational
Node L/C X mm Y mm Z mm mm rXrad rYrad rZ rad
Max X 1 4 LOAD CASE 1 0 0 0 0 0 0 0
Min X 918 4 LOAD CASE 1 -0.822 -2.714 0 2.836 0 0 0
Max Y 1 4 LOAD CASE 1 0 0 0 0 0 0 0
Min Y 793 4 LOAD CASE 1 -0.385 -6.796 0 6.807 0.001 0 -0.01
Max Z 883 5 LOAD CASE 2 -0.163 -0.539 0 0.563 0 0 0
Min Z 927 4 LOAD CASE 1 -0.822 -2.701 0 2.824 0 0 0
Max rX 745 4 LOAD CASE 1 -0.385 -2.811 0 2.837 0.002 0 0
Min rX 750 4 LOAD CASE 1 -0.385 -2.811 0 2.837 - 0.002 0 0
Max rY 913 4 LOAD CASE 1 -0.822 -4.257 0 4.336 0 0 0
Min rY 913 5 LOAD CASE 2 -0.069 -0.984 0 0.987 0 0 0
Max rZ 147 4 LOAD CASE 1 -0.031 -3.004 0 3.004 0 0 0.001
Min rZ 122 5 LOAD CASE 2 -0.01 -5.282 0 5.282 -0.001 0 -0.002
Max Rst 793 4 LOAD CASE 1 -0.385 -6.796 0 6.807 0.001 0 - 0.001
It is observed that maximum Nodal displacement in the building having floating columns is 8.213mm andfor
the building without floating columns is 6.807mm.
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a. With floating column and shear wall
b. Without floating column and shear wall
Fig. 5.3 STAAD. Pro Model showing Nodal displacement in Building with and without floatingcolumn
and shear wall
VOLUME OF STEEL AND VOLUME OF CONCRETE
1. TOTAL VOLUME OF CONCRETE FOR BUILDING HAVING FLOATING COLUMN = 654.6 CUM
2. VOLUME OF STEEL
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3. TOTAL VOLUME OF CONCRETE FOR BUILDING WITHOUT FLOATING COLUMN = 666.4
CUM
4. VOLUME OF STEEL
It is observed that The Quantity of concrete for building having floating columns is 654.6 CUM and for Building
without floating columns is 666.4 CUM. Steel for building having floating columns is 65266.5 KG and for
Building without floating columns is 70455.0 KG. There is small difference in quantity of concrete but major
difference observed in volume of steel.
Fig. 5.4 Maximum bending moment in beam building with floating column
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Fig 5.5 Maximum bending moment in beam building without floating column
Fig. 5.6 Maximum moment in beam for building having floating columns
Fig. 5.7 Maximum moment in beam for building without floating columns
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Fig. 5.8 Maximum shear force in column for building having floating columns
Fig. 5.9 Maximum shear force in column for building without floating columns
Fig. 5.10 Maximum shear force in beam for building having floating columns
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Fig. 5.11 Maximum shear force in beam for building without floating columns
CONCLUSIONS & FUTURE SCOPE OF WORK
From the above study following conclusions can be
made:
No. of columns are less in floating column
building as comparison to tall building without
using floating column
The maximum +Ve moment in the building
having floating columns is 4552.079 N-mand for
the building without floating columns is 5940.73
N-m. and maximum -Ve moment in the building
having floating columns is -9650.54 N-m and for
the buildingwithout floating columns is -5940.73
N-m. The detail comparison is given in Table
No.-5.1 & 5.2.
The maximum shear force in the building having
floating columns is 1461.41KN and for the
building without floating columns is 1149.72KN.
The detail comparison is given in Table No.-5.3
& 5.4.
The maximum axial load in the building having
floating columns is 1651.9 KN and for the
building without floating columns is 1309.72 KN.
The detail comparison is given in Table No.-
5.5&5.6.
The maximum Nodal displacement in the
building having floating columns is 8.213mm and
for the building without floating columns is
6.807mm. The detail comparison is given in
Table No.-5.7& 5.8.
In this study we concluded that with increase in
ground floor column the maximum displacement;
inter storey drift values are reducing.
The base shear and overturningmoment varywith
the change in column dimension.
The vertical load and moment are more in
columns supporting the shear wall. Hence there
are need to increase the sizes of these columns.
Hence there are more chances of settlement of
these columns carrying heavy load or need to
greater strength in footing.
Shear wall provide large stiffness to the building
in there placed direction, it reduces damage and
sway effect on building
Shear wall resists horizontal shear force occurs by
seismic load and wind load. And hence it
provides extra stability to the building.
There is small difference in quantity of concrete
in building having floating columns and building
without floating columns. The Quantity of
concrete for building having floating columns is
654.6 CUM and for Building without floating
columns is 666.4 CUM.
FUTURE SCOPE OF WORK
Due to changing of the zone, the earthquake
intensities will also be changed. HenceIn such
condition, the analysis can be done for other
different zone.
In this study I am using corner shear wall, similar
study can be continued with different types of
shear wall and ground conditions.
The analysis can be performed by using
conventional Slabs in future different type of slab
is used.
Same study can be done in other different
conditions.
REFERENCES
[1] Awkar J. C. and Lui E.M, “Seismic analysis
and response of multistory semirigid frames”,
Journal of Engineering Structures, Volume 21,
Issue 5, Page no: 425- 442,1997.
[2] Balsamoa A, Colombo A, Manfredi G, Negro P
&Prota P (2005), ”Seismic behavior of a full-
scale RC frame repaired using CFRP
laminates”. Engineering Structures 27 (2005)
769– 780.
[3] Bardakis V.G., Dritsos S.E. (2007), “Evaluating
assumptions for seismic assessment of existing
buildings “.Soil Dynamics and Earthquake
Engineering 27 (2007) 223– 233.
22. International Journal of Trend in Scientific Research and Development @ www.ijtsrd.com eISSN: 2456-6470
@ IJTSRD | Unique Paper ID – IJTSRD57441 | Volume – 7 | Issue – 3 | May-June 2023 Page 599
[4] Brodericka B.M., Elghazouli A.Y. and Goggins
J, “Earthquake testing and response analysis of
concentrically-braced sub-frames”, Journal of
Constructional Steel Research
[5] Dr. S. B. Shinde and N.B. Raut, Effect of
Change in Thicknesses and Height inShear
Wall on Deflection of Multistoried Buildings.
International Journal of Civil Engineering and
Technology,7, 2016, pp.587–591.
[6] Floating column and soft story in different
earthquake zones”, International Journal of
Research in Engineering and Technology, vol
2, Issue 4,ISSN 2321-7308.
[7] Han, S.W., Moon, K.H., and Chopra , A.K.
(2010), ― Application of MPA to estimate
probability of collapse of structuresǁ,
Earthquake engineering and structural
dynamics,DOI: 10.1002/eqe.992.
[8] Hanganu, A.D., Onate, E., and Barbat, A.H.
(2002), ―A finite element methodology for
local/global evaluation in civil engineering
structuresǁ, Computers & Structures, Vol.80,
pp. 1667-1680.
[9] Hardik Bhensdadia and Siddharth Shah
“Pushover Analysis of RC Frame structure with
[10] Hartley Gilbert and Abdel-Akher Ahmed,
“Analysis of building frames” Journal of
Structural Engineering, Vol. 119, No. 2, Page
no:468-483,1993.
[11] Haselton, C.B., and Deierlein, G.G. (2007),
―Assessing seismic collapse safety of modern
reinforced concrete frame buildingsǁ, PEER
Rep. 2007/08. PEER Center, Univ. of
California, Berkeley, CA.
[12] Haselton, C.B., Liel, A., Deierlein, G.G.,
Dean, B.S., and Chou, J.S. (2011),
[13] ―Seismic Collapse Safety of Reinforced
Concrete Buildings. I: Assessment of Ductile
Moment Framesǁ, Journal of Structural
Engineering, ASCE, Vol. 137.
[14] Hatzigeorgiou, G.D.. and Liolios, A.A. (2010),
―Nonlinear behaviour of RC frames under
repeated strong ground motionsǁ, Soil dynamics
and earthquake engineering, Vol. 30,No.10,
pp.1010 – 1025.
[15] Hisada, T., Nakagawa, K., and Izumi, M.,
(1962), ―Earthquake response of structures
having various restoring force characteristicsǁ,
In proceedings of Japan National conference on
Earthquake Engineering, 1962, pp. 63 – 68.
[16] K. N. V. Prasada Rao, K. Seetharamulu, and S.
Krishnamoorthy, “Frames with staggered
panels: experimental study”, Journal of
Structural Engineering, VOL 110, No. 5, Page
no: 1134-1148,1984.
[17] M. Rajesh Reddy, Dr. N. Srujana and N.
Lingeshwaran, Effect of Base Isolation in
Multistoried Reinforced Concrete Building.
International Journal of Civil Engineering and
Technology, 8(3), 2017, pp. 878–887.
[18] Maison Bruce F. and Ventura Carlos E.,
“DYNAMIC ANALYSIS OF THIRTEEN-
STORY BUILDING”, Journal of Structural
Engineering, Vol. 117, No. 12, Page no:3783-
3803,1991.
[19] Mortezaei A., Ronagh H.R., Kheyroddin A.,
(2009), “Seismic evaluation of FRP
strengthened RC buildings subjected to near-
fault ground motions having fling step”.
Composite Structures 92 (2010)1200–1211.
[20] Niroomandia A., Maherib A, Maheric
Mahmoud R., Mahini S.S. (2010) “Seismic
performance of ordinary RC frames retrofitted
at joints by FRP sheets”. Engineering
Structures 32 (2010) 2326-2336.
[21] Ozyigit H. Alper, “Linear vibrations of frames
carrying a concentrated mass”, Mathematical
and Computational Applications, Vol. 14, No.
3, pp. 197-206,2009
[22] Petyt Maurice (2010), “Introduction to Finite
element vibration analysis” Cambridge
University Press, NewYork.
[23] SekulovicMiodrag, Salatic Ratko and
NefovskaMarija, “Dynamic analysis of steel
frames with flexible connections”, Journal of
computer and structures, Volume 80, Issue 11,
Page no: 935-955, Volume 80, 2002.
[24] Srikanth.M and Yogeendra. R “Seismic
Response of complex buildings with Floating
column for zone ii and zone v”, International
journal of Engineering and Research Online”,
vol 2, issue 4, 2014.
[25] Vasilopoulosa A.A and Beskos D.E., “Seismic
design of plane steel frames using advanced
methods of analysis”, Soil Dynamics and
Earthquake Engineering Volume 26, Issue 12,
December 2006, Pages1077-1100.
[26] Williams Ryan J., Gardoni Paolo, Bracci
Joseph M., (2009), “Decision analysis for
seismic retrofit of structures”. Structural Safety
31 (2009)188–196.
[27] Wilson E.L “Three dimensional Static and
Dynamic analysis of structures-A physical
approach with emphasis on earthquake
engineering”, Computers and Structures, Inc
Publication, 3rd Edition2002.