摘要
对１４个Ｈ型截面钢梁柱节点试件在重复荷载下进行实验研究，就钢框架节点梁端焊缝的破坏情况及塑性变形能力进行分析和评价．
In this paper,several types of beam to column subassemblages are tested in repeated loading.The type of failure and deformation capacity in weld at the end of beam are evaluated.
出处
《重庆交通学院学报》
1998年第1期47-51,共5页
Journal of Chongqing Jiaotong University
关键词
钢框架节点
焊缝
变形能力
地震荷载
破裂
weld at the end of beam,panel plate,deformation in local place
