Comparative Analysis of Structure with and without Seismic Load

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 ana...

Full description

Saved in:
Bibliographic Details
Published in:IOP conference series. Materials Science and Engineering 2021-11, Vol.1197 (1), p.12028
Main Authors: Patil, Abhishek K., Solanke, Adarsh P., Dabhekar, Kuldeep R., Khedikar, Isha P., Agrawal, Rahul, Rajput, Pratik P., Chavan, Pranav V.
Format: Article
Language:English
Subjects:
axial force
bending moment
Comparative studies
earthquake
Earthquake loads
Earthquake resistance
Earthquake resistant structures
Earthquakes
Equivalence
Loads
Non-seismic
Seismic
Seismic analysis
shear force
Shear forces
Static loads
Citations: Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
Description
Summary: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.
ISSN:1757-8981
1757-899X
DOI:10.1088/1757-899X/1197/1/012028