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：2017
卷号：6
期号：9
页码：19023
DOI：10.15680/IJIRSET.2017.0609184
出版社：S&S Publications
摘要：With urbanization and increasing unbalance of required area to availability, it is important to provideopen ground storey in both type of buildings that is commercial and residential. These open storey’s without brick infillreduce the stiffness of the load carrying member and progressive increase in load exhibit higher stresses in the loadcarrying member and these members i.e. columns fail as the plastic hinges are not formed on predefined positions.Therefore, the collapse of this soft storey during earthquake has caused structural engineer store think the design of asoft storey. This paper focus on performance and evaluation of 13 storey RC building with and without soft storey atdifferent level . In this Paper 4 buildings out of which one is regular, in elevation, 3 regular buildings with Soft storeyat different level and in elevation. Three methods of analysis namely Linear Static Analysis (equivalent Lateral loadmethod), Response Spectrum analysis and Nonlinear Staic analysis (Pushover analysis) has been used. After theanalysis results are evaluated for each model and results are compared. the Description of Geometry and procedurecarried out in ETABS for each model
关键词：Building Configuration; ETABS-2015; Linear Static Analysis; Pushover Analysis; Response;Spectrum
