摘要
提出了一种新的改进型交错桁架,并采用ETABS分别对传统型交错桁架和改进型交错桁架进行静力非线性分析,进而对它们的抗震性能做出了分析和评价。
This paper brought up an improved staggered truss system , and analyzed the traditional and improved staggered truss system by use of finite element procedure ETABS. Furthermore, its anti-seismic per- formanee was analyzed and evaluated.
出处
《低温建筑技术》
2010年第3期52-54,共3页
Low Temperature Architecture Technology
关键词
交错桁架
静力弹塑性分析
抗震性能
staggered truss system
nonlinear static analysis
anti-seismic performance
