A Study on Seismic Analysis of High Rise Irregular Floor Plan Building with Different Position of Shear Walls
Vinay Agrawal1, Rajesh Gupta2, Manish Goyal3
1Dr. Vinay Agrawal, Assistant Professor, Department of Civil Engineering, Malaviya National Institute of Technology, Jaipur (Rajasthan), India.
2Dr. Rajesh Gupta, Associate Professor, Department of Civil Engineering, Malaviya National Institute of Technology, Jaipur (Rajasthan), India.
3Manish Goyal, M. Tech Student, Department of Civil Engineering, Malaviya National Institute of Technology, Jaipur (Rajasthan), India.
Manuscript received on 10 August 2017 | Revised Manuscript received on 18 August 2017 | Manuscript Published on 30 August 2017 | PP: 13-21 | Volume-6 Issue-6, August 2017 | Retrieval Number: F5111086617/17©BEIESP
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: The primary objective of any structural system is to support various types of loads acting either vertically or Horizontal or acting jointly with adequate safety. Any structural system should be designed in such a way that each and every element of the system should have ample rigidity, stiffness and strength against the anticipated loads. Any structural frame system with a provision of RC shear wall shows a desirable safety and stability up to 30 stories building height in lateral loads resistance. A RC framed shear wall is a combination of beams, columns interacting with reinforced concrete shear wall. Shear wall provide lateral stiffness to the building by cantilever action. In this study a G+19 story unsymmetrical [Floor plans] commercial building [L>3.6 least lateral dimension of building ], H> 3.3 least lateral dimension of building and is modeled with different position of shear walls and analysis conducted for joint displacement, Storey drift, Storey stiffness and Base shear force. These models are modeled with ETABS for static analysis as per IS 1893 -2002. The analysis results for different models are plotted to compare and to know the behavior of RCC frame structure with different position of shear walls.
Keywords: Shear Wall, Core Wall, Bare Structure Frame, Static Analysis, Lateral Loads
Scope of the Article: Predictive Analysis