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Stream/Area:
-
Subject:
-
Paper ID:
10.55041/IJSREM36804
Volume:
8 |
7 |
Jul 2024
Pages:
Publication Frequency:
Monthly (12 issues per year)
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.
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
Publication Date
7/26/2024
Peer Review Type
Double-Blind Peer Review
Review Rounds: 2
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Conflict of Interest
The authors declare no conflict of interest related to this research work.
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