International Journal For Multidisciplinary Research

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Analysis of Seismic Response of a Unsymmetrical Building(G+13) using Etabs

Author(s) Sonu Rani Nirmalkar, Aman Gautam, Vijay kumar Shukla
Country India
Abstract From the past records of earthquake, there is increase in the demand of earthquake resisting building which can be fulfilled by providing the shear wall systems in the buildings. In this we have considered an unsymmetrical plan under earthquake load and wind load. There are two models have taken to analyze: - 1. Bare frame structure and 2. Shear wall Structure. Shear walls are generally provided for full height of the frame. Shear wall systems are one of the most used lateral load resisting systems in high-rise buildings. The earthquake and wind load are applied in an unsymmetrical building located at zone-III. A comparative analysis has been done between building having bare frame and shear wall structure. The complete analysis is done using E-TABS Software. Lateral displacement, Time period and story drift are calculated in both the cases. It was observed that Multistoried Buildings with shear wall is more able to resist lateral loads as compared to without shear wall.
Keywords Seismic analysis, Unsymmetrical plan, Lateral displacement, Storey drift, Timeperiod, E-TABS
Field Engineering
Published In Volume 5, Issue 4, July-August 2023
Published On 2023-07-08
Cite This Analysis of Seismic Response of a Unsymmetrical Building(G+13) using Etabs - Sonu Rani Nirmalkar, Aman Gautam, Vijay kumar Shukla - IJFMR Volume 5, Issue 4, July-August 2023. DOI 10.36948/ijfmr.2023.v05i04.4287
DOI https://doi.org/10.36948/ijfmr.2023.v05i04.4287
Short DOI https://doi.org/gsfxm8
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