摘要
利用弹塑性时程分析方法,描述地震全过程的结构变形、内力及性能表现,对整体计算模型及单元、恢复力模型、地震输入等因素进行分析,得到了合理性的计算结果,提高了抗震设计的可靠性。
By using the elastoplastic time-history analysis method,the structural deformation,internal force and performance of the whole process of earthquake are described,and the overall calculation model and element,restoring force model,seismic input and other factors are analyzed.
作者
吴健雄
WU Jian-xiong(Jiangmen Jianghai Planning Construction Designing Institute Co.Ltd.,Jiangmen 529000,China)
出处
《工程建设与设计》
2019年第11期32-34,共3页
Construction & Design for Engineering
关键词
计算模型
积分法
抗震性能
calculation model
integral method
seismic performance
