• Thursday, Apr 2nd, 2026

International Journal of Advanced Research in Education and TechnologY(IJARETY)
International, Double Blind-Peer Reviewed & Refereed Journal, Open Access Journal
|Approved by NSL & NISCAIR |Impact Factor: 8.152 | ESTD: 2014|

|Scholarly Open Access Journals, Peer-Reviewed, and Refereed Journal, Impact Factor-8.152 (Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool), Multidisciplinary, Bi-Monthly, Citation Generator, Digital Object Identifier(DOI)|

Article

TITLE Analysis and Design of Earthquake Resistance Building
ABSTRACT Earthquakes represent a major threat to structures, especially those lacking proper seismic design considerations. The primary goal of earthquake-resistant design is to ensure life safety by providing a ductile failure mechanism and preventing catastrophic collapse [1]. This paper provides a comprehensive review of major seismic analysis procedures such as the Equivalent Static Force Method, Modal Response Spectrum Method, and Dynamic Time-History Analysis. Modern codes increasingly favour dynamic analysis for multi-storey or irregular buildings, while static methods remain applicable for low-rise structures in low-seismic zones. Findings from various studies show that seismic loads generate significantly higher bending moments, shear forces, and inter-storey drifts than static loads, often exceeding allowable limits. This paper highlights modelling considerations, the importance of shear walls, capacity design concepts, and recent trends in performance-based seismic design.
AUTHOR Rutik K. Ambadkar, Prof Sarjerao M. Patil (M. Tech in Structural Engineering) Dept. of Civil Engineering, Sipna College of Engineering and Technology, Amravati, India Assistant Professor, Dept. of Civil Engineering, Sipna College of Engineering and Technology, Amravati, India
VOLUME 13
DOI DOI:10.15680/IJARETY.2026.1302012
PDF 12_Analysis and Design of Earthquake Resistance Building.pdf
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