期刊名称：Bulletin of the Polytechnic Institute of Jassy, Constructions, Architechture Section
印刷版ISSN：1224-3884
电子版ISSN：2068-4762
出版年度：2017
卷号：67
期号：3
页码：25-32
出版社：Gheorghe Asachi Technical University of Jassy
摘要：The objectives of this paperwork are the linear and nonlinearanalysis of the seismic response of a considered reinforced concrete framestructure and the analogy of the results achieved by both methods. We haveobserved the successional materialization of plastic hinges at every calculationpoint and we have identified the lateral force-top displacement curve, as resultedfrom the software. The analysis of the lateral displacements at Ultimate LimitState (ULS) and Serviceability Limit States (SLS) has been.
