摘要
对中国、美国、日本的梁柱刚性节点连接形式进行对比,分析其优势与缺陷,并结合在工程中积累的经验,归纳总结了梁柱刚性连接节点设计时应注意的一些问题,可供参考。
It is conducted a comparison among the beam-column rigid joints from U. S, A, , Japan and China, whose superiorities and defects are analyzed. Some key points that merit attention during the design of beam-column rigid joints are also summarized by combining the experience gained in projects, which may be a reference.
出处
《钢结构》
2005年第5期15-17,共3页
Steel Construction
关键词
梁柱
刚性节点
建筑结构
焊缝衬板
扇形切角构造
冲击韧性
钢结构
connecting form of joint liner plate of weld configuration of fan corner cut impact tenacity of weld
