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Comparative Analysis of Structure with and without Seismic Load
Author(s) -
Abhishek K. Patil,
Adarsh P. Solanke,
Kuldeep Dabhekar,
Isha Khedikar,
Rahul Agrawal,
Pratik P. Rajput,
Pranav V. Chavan
Publication year - 2021
Publication title -
iop conference series. materials science and engineering
Language(s) - English
Resource type - Journals
eISSN - 1757-899X
pISSN - 1757-8981
DOI - 10.1088/1757-899x/1197/1/012028
Subject(s) - structural engineering , seismic analysis , earthquake simulation , seismic loading , shear force , seismology , incremental dynamic analysis , geology , structural load , engineering
Engineers are mostly adopting complex non-linear methods to research multi-storey residential apartment structure to withstand earthquake forces. This paper uses much simpler Equivalent Static method to analyse G+5 storey structure to repel earthquake forces using Staad pro software. The seismic analysis is further compared with non-seismic analysis of an equivalent structure using dead load + super load combination. it had been observed that the seismic results obtained consisted of significantly increased maximum moments and shear forces than the non-seismic analysis From past earthquakes it is proved that many of structure ar completely or partly broken because of earthquake. So, it’s a necessity to figure out unstable responses of such structures. The main aim of the present work is to make a comparative study of seismic and non-Seismic structure. The analysis was performed as per the specification of IS codes IS 1893, IS 875, IS 456:2000.

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