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ArticlePeer ReviewedOpen AccessPlagiarism Passed
Paper ID:10.55041/IJSREM36804

Seismic Performance of the Building Resting on Sloping Ground with Shear Wall

Stream/Area:

-

Subject:

-

Paper ID:

10.55041/IJSREM36804

Volume:

8 |

7 |

Jul 2024

Pages:

Publication Frequency:

Monthly (12 issues per year)

DOI
Digital Object Identifier
10.55041/IJSREM36804

License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.

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Authors

MMWA

Mr. Mohammed Waaez Ahmed

PMSS

Prof. M Salman Shaikh

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Abstract

The behavior of buildings on sloping ground differs from those on flat ground. Buildings in hilly areas that are prone to earthquakes are often irregular and not symmetrical, making them vulnerable to serious damage during an earthquake. Therefore, it is crucial to consider the effects of earthquakes and design buildings that can resist them for safety reasons. Shear walls are commonly used to resist lateral loads in multistory concrete buildings for better seismic performance. They provide significant strength and stiffness in their orientation direction, reducing the building’s lateral movement. This study aims to analyze the seismic performance of buildings on sloping ground with and without shear walls using linear time history analysis in structural engineering software SAP2000.

KEYWORDS

Seismic Performance Shear wall Critical column Linear time History Analysis.

Cite This Article

Mr. Mohammed Waaez Ahmed, Prof. M Salman Shaikh, "Seismic Performance of the Building Resting on Sloping Ground with Shear Wall," International Journal of Scientific Research in Engineering and Management, vol. 8, no. 7, Jul 2024. https://doi.org/10.55041/IJSREM36804

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Publication Date

7/26/2024

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