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：2015
卷号：4
期号：9
页码：8191
DOI：10.15680/IJIRSET.2015.0409025
出版社：S&S Publications
摘要：After revealing the deficiencies of Conventional Pushover Analysis (CPA) method for structures withsignificant higher modes. The effect of higher modes of vibration on the total nonlinear dynamic response of a structureis very important and unsolved problem. The recent advent of performance based design has brought the nonlinearstatic pushover analysis procedure to the forefront. A simple method for the nonlinear static analysis of complexbuilding structures subjected to monotonically increasing horizontal loading (push-over analysis) is presented. Themethod is designed to be a part of new methodologies for the seismic design and evaluation of structures. In the presentstudy, the non-linear response of RCC frame using SAP2000 under the loading has been carried out with the intentionto investigate the relative importance of several factors in the non-linear analysis of RCC frames. This method isapplied to the analyses of symmetric frames as well as asymmetric frames permitting to draw significant conclusions.
