期刊名称：International Journal of Innovative Research in Science, Engineering and Technology
印刷版ISSN：2347-6710
电子版ISSN：2319-8753
出版年度：2016
卷号：5
期号：9
页码：17209
DOI：10.15680/IJIRSET.2016.0509123
出版社：S&S Publications
摘要：The analysis of a structural system to determine the deformations and forces induced by applied loads orground excitation is an essential step in the design of a structure to resist earthquake. There is a range of methods froma linear analysis to a sophisticated nonlinear analysis depending on the purpose of the analysis in the design process. Inthis paper seismic response of a residential G+10 RC frame building is analysed by the linear analysis approaches ofEquivalent Static Lateral Force and Response Spectrum methods using ETABS Ultimate 2015 software as per the IS-1893-2002-Part-1. These analysis are carried out by considering different seismic zones, medium soil type for all zonesand for zone II & III using OMRF frame type and for those of the rest zones using OMRF & SMRF frame types.Different response like lateral force, overturning moment, story drift, displacements, base shear are plotted in order tocompare the results of the static and dynamic analysis
关键词：Equivalent Static Analysis; Response Spectrum Analysis; Lateral Force; Base Shear; overturning;Moment; Story Drift; Story Stiffness
