International Research Journal of Engineering and Technology (IRJET)
e-ISSN: 2395-0056
Volume: 11 Issue: 04 | Apr 2024
p-ISSN: 2395-0072
www.irjet.net
DESIGN AND ANALYSIS FOR G+25 HIGH RISE BUILDING WITH AND WITHOUT SHEAR WALL BY USING ETABS SOFTWARE Yashwanthkumar S S1, Kadam Prashant Rokdu2, Yadav Pradeepkumar Upendra3, Soni Shyamkumar Ramji4, Patil Sourabh Anil5 1Asst Professor, Department of Civil Engineering, New Horizon Institute of Technology and Management,
Maharashtra, India
2 B.E Student, Department of Civil Engineering, New Horizon Institute of Technology and Management,
Maharashtra, India
3B.E Student, Department of Civil Engineering, New Horizon Institute of Technology and Management,
Maharashtra, India
4B.E Student, Department of Civil Engineering, New Horizon Institute of Technology and Management,
Maharashtra, India
5B.E Student, Department of Civil Engineering, New Horizon Institute of Technology and Management,
Maharashtra, India ---------------------------------------------------------------------***---------------------------------------------------------------------
ABSTRACT – This study presents the design and analysis
storied building with shear wall to those without shear wall. By systematically examining the differences in structural response and performance under seismic loading, this analysis aims to provide valuable insights into the effectiveness of shear wall in seismic resistance.
of G+25 multi-storied building with and without shear wall in Zone 3 for understanding the structural behavior under various loading condition, particularly seismic forces. Shear wall are integral components in modern building design, known for their ability tom enhance structural stability and mitigate lateral deformation during seismic events. This study aims to compare the structural performance of multistoried building with shear wall against those without shear wall. Using advanced analytical technique and software tools, such as Finite element analysis, the study evaluates factors such as lateral displacement, inter-story drift, and overall structure integrity. The finding of this analysis contributes to a deeper understanding of the effectiveness of shear wall in improving the seismic resistance of multistoried building, thereby aiding in informed decision-making in structural design.
Through advanced analytical techniques and software tools, such as finite element analysis and structural modelling software, the study will evaluate key parameter including lateral displacement inter-story drift and overall structural stability.
1.1 Shear Wall A Shear wall is a structural element typically made of reinforced concrete or masonry that provides lateral support to a building or structure against horizontal forces such as winds, seismic activity, or accidental impact. Shear walls are designed to resist shear forces, which are forces acting parallel to the surface of the wall.
Key Words: Shear Wall, Soil Type, Zone Factor, Models, G+25, ETABS.
These walls are often placed strategically throughout the buildings floor plan to form a rigid vertical plane that resist horizontal loads. They are particularly important in high rise building and structures located in seismic zones where lateral force can be significant.
1.INTRODUCTION Multi-storied buildings represent a significant portion of urban infrastructure worldwide, accommodating various residential, commercial, and institutional functions. With the increasing urbanization and population density in seismic-prone regions, ensuring the structural integrity and safety of these buildings under seismic loading conditions is paramount. Shear walls, commonly integrated into multi-storied building designs, play a crucial role in enhancing their resistance to lateral forces, particularly seismic forces.
The design of Shear Wall involves careful consideration of factor such as material strength, wall thickness, reinforcement detailing, and connection to the buildings framing system. Shear walls can be solid or made with opening for doors, windows, or other architectural features, but the presence of openings must be carefully accounted for in the design to ensure structural integrity.
The purpose of this study is to conduct a comprehensive analysis comparing the structural behavior of multi-
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