摘要
采用ANSYS有限元分析软件,利用push-over分析方法对某框支交错桁架结构在不同侧力分布模式下进行抗震性能分析,得出了罕遇地震作用下框支交错桁架结构的破坏模式及塑性铰发展过程。
By ANSYS software, the push-over method was applied to analyze the seismic performance of a high-rise steel frame-supported staggered truss structure system under different lateral load patterns. The failure mode and plasticity hinge developing processing of the high-rise steel structure-supported staggered truss structure system were obtained under rare earthquake.
出处
《价值工程》
2015年第21期109-112,共4页
Value Engineering
