节点文献
D型偏心支撑钢框架抗震性能非线性时程分析
Nonlinear time-history analysis on anti-seismic capability of D style eccentrically braced steel frame
【摘要】 针对D型偏心支撑钢框架的不同耗能梁段长度,运用有限元分析软件SAP2000对相应的算例进行非线性时程分析。通过对构件内力、节点位移等计算结果的分析得到了一些结论,以供工程设计人员参考。
【Abstract】 Some relevant examples are presented about different lengths of active beam link of D style eccentrically braced steel frame.Then those examples are calculated by finite element analytical software SAP2000.Finally,after analyzing the results of calculating,this thesis presents some conclusions which are applicable to structural designs.
【关键词】 D型偏心支撑钢框架;
耗能梁段;
抗震;
非线性时程分析;
【Key words】 D style eccentrically braced steel frame; active beam link; anti-seism; nonlinear time-history analysis;
【Key words】 D style eccentrically braced steel frame; active beam link; anti-seism; nonlinear time-history analysis;
- 【文献出处】 四川建筑科学研究 ,Sichuan Building Science , 编辑部邮箱 ,2012年02期
- 【分类号】TU391;TU352.11
- 【被引频次】5
- 【下载频次】63