• Saturday, Jan 3rd, 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- A Review
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. This review discusses 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, Student, Sipna College of Engineering & Technology, Amravati, Maharashtra, India Assistant Professor, Department of Civil Engineering, Sipna College of Engineering & Technology, Amravati, Maharashtra, India
VOLUME 12
DOI DOI:10.15680/IJARETY.2025.1206013
PDF 13_Analysis and Design of Earthquake Resistance Building- A Review.pdf
KEYWORDS