结构工程师2018，Vol.34Issue(2)：50-55,6.
交错桁架-钢板剪力墙结构体系抗震性能分析
Seismic Performance Analysis of Staggered Truss-steel Plate Shear Wall
摘要
Abstract
In order to adapt to the development and use of long-span steel structure,a new structural system of staggered-truss——steel shear wall is proposed,which is based on the hybrid staggered-truss system and is more advanced than it.Then four calculation cases with two different spans are established.Response spectrum analysis,nonlinear time history analysis and steel quantity analysis are carried on by sap2000.Finally,it comes to a conclusion that the new structure has a better seismic performance and economical value than the traditional one.关键词
交错桁架/钢板剪力墙/抗震性能Key words
staggered-truss/steel shear wall/seismic performance引用本文复制引用
蒋峰,李春祥..交错桁架-钢板剪力墙结构体系抗震性能分析[J].结构工程师,2018,34(2):50-55,6.
