Comparision of Seismic Behaviour of Regular and Vertical Irregular Structure by using Pushover Analysis
Journal Title: International Journal for Research in Applied Science and Engineering Technology (IJRASET) - Year 2016, Vol 4, Issue 8
Abstract
There are different analysis methods to study the seismic behavior of RC building frame. In present study the seismic analysis of building frame is carried out by using pushover analysis. Pushover analysis is non-linear static analysis method in which the structure is subjected to monolithically increasing lateral loads. Now a day’s most of the structures are involved with architectural importance, so it is necessary to study the seismic behavior of irregular structure. The present study is concerned with the comparison of seismic responses of regular and vertical irregular structure. The purpose of doing this study is to carry out the pushover analysis of two (regular and vertical irregular) G+7 RC building by using design and analysis software ETABSv9.5.0.and designed as per the Indian standard 456:2000 and 1893:2000.The objective of concerned work is study effect of vertical irregularity on building frame in terms of parameter storey drift,storeydisplacement,andstoreyshear.
Authors and Affiliations
Patil Sadhana M. , D. N. Shinde
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