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:6
页码:9396
DOI:10.15680/IJIRSET.2015.0506101
出版社:S&S Publications
摘要:In the present study G+14 storey RC regular plan building and irregular plan building with plandimension 31 X 35m located in zone 5 with hard soil condition (Type 1) is consider. Four models are considered, out ofwhich two models are regular and two models are irregular plan building. Time history and Response spectrum (IS1893-2002 Part-1) analysis are carried out for these four models using the software called ETABS, All the structuralmembers are taken based on design criteria as per IS 456-2000. Response quantities are taken for the comparison andresults are extracted and tabulated. The Response quantities are mode period, Base shear, Storey displacement andstorey acceleration.Based on analysis results, time history shows better performance both in Base shear and acceleration. Regular planbuilding increase base shear and acceleration using HDRB compared with irregular building for Response spectrumand Time history respectively.
关键词:ETABS; Regular plan Building; Irregular plan Building; HDRB; Response spectrum analysis; Time;History analysis.