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Stream/Area:
-
Subject:
-
Paper ID:
IJSREM48817
Volume:
9 |
5 |
May 2025
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 study examines the seismic performance of reinforced concrete (RC) frame structures with masonry infill, focusing on the presence of Open Ground Storey (OGS) and Refuge Storey. Utilizing ETABS software, two distinct building plans L-shaped and Box-shaped are modeled to assess their seismic performance across different seismic zones as per IS 1893:2016. These features create a soft-storey condition, making them vulnerable to collapse during earthquakes. The study compares structures with and without infill walls across different seismic zones of India. Results show higher vulnerability in structures with OGS and refuge floors, requiring enhanced load-resisting systems and ductile detailing. The analysis is performed on dynamic analysis by Response spectrum method using computer software E-TAB. The study recommends design recommendations and mitigations startegies to improve seismic resilience.
KEYWORDS
Publication Date
5/27/2025
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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