摘要
通过建立模型,对6个典型的柱脚刚接的钢框架进行了弹塑性静力分析,并探讨了模型的层剪力、层间位移及框架塑性铰分布情况,提出了静力下使结构损伤分布较为合理的设计方法。
By establishing the model,the paper undertakes the 6 elastic plastic static analysis of the steel frameworks of the rigid connection of pedestal. Discussing the layer shear,layer displacement and the distribution of plastic hinge of each model. The superior design method of damage distribution of structure under static force is proposed.
出处
《山西建筑》
2017年第5期62-64,共3页
Shanxi Architecture
关键词
钢框架结构
层间反应值
弹塑性静力分析
塑性铰
steel frame structure
inter-layer response values
elastic plastic static analysis
plastic hinge
