摘要
针对V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,并与D型和K型偏心支撑钢框架非线性时程分析的结果进行比较,得到了一些结论,以供工程设计人员参考。
Some relevant examples are presented about different lengths of active beam link of V style eccentrically braced steel frame. Then those examples are calculated by finite element analytical software SAP2000. Finally, after analyzing the results of calculating, and compared with D type and K type eccentrically braced steel frame nonlinear time-history analysis results, this thesis presents some conclusions which are applicable to structural designs.
出处
《四川建筑科学研究》
2013年第6期196-200,共5页
Sichuan Building Science
关键词
V型偏心支撑钢框架
耗能梁段
抗震
非线性时程分析
V style eccentrically braced steel frame
active beam link
anti-seism
nonlinear time-history analysis
