摘要
由于采用动力时程分析方法对结构的设计和现有结构性能进行评价有很多不便从而使应用受到限制。本文结合基于性能的抗震设计理论和方法，运用静力弹塑性分析方法对一个三层钢结构框架进行了计算分析，并与此钢结构框架的振动台试验结果进行了对比。讨论了框架的破坏模式和抗推覆性能。
A simplified plastic zone method considering influence of plastic zone length on the stiffness matrix for elastic- plastic analysis of steel frames were introduced. Based on this theory, a conventional example was analyzed by nonlinear finite element, and the damage features as well as mechani- cal performance were discussed.
作者
冯坤
范宇健
FEN Kun, FAN Yu-jian （1. Xi＇an Electric Power Supply Bureau, Shaanxi Xi＇an; 710032, China; 2. North University of China, Shanxi Tauyuan 030051, China）
出处
《西北水力发电》
2007年第4期28-30,33,共4页
Journal of Northwest Hydroelectric Power
关键词
钢框架结构
静力弹塑性分析
振动台试验
steel frame structure, time- history analysis, distribute stiffness model
