摘要
对H型梁和矩形管柱的单板简支连接的受力性能进行分析,着重研究节点连接对矩形管柱壁的影响.通过建立理论计算模型,提出了该连接节点的设计原则,并通过试验和有限元分析来验证理论模型的正确性,探讨该种连接形式的优点和缺点,得到了适合工程设计人员使用的该连接节点的设计公式.
This paper analyzed the performance of the single shear plate connections between rectangular tubular columns and H-shaped Beams, mainly focusing on the effect of the connection on the RHS（Rectan- gular Hollow Section） column wall. A design principle for this connection was derived based on the theoretical calculation model established. Experiment and FEM analysis of this connection were conducted to check the accuracy of the design system and investigate the advantages and disadvantages of the connection. Then, the design formula suitable for engineers and designers was summarized.
出处
《上海交通大学学报》
EI
CAS
CSCD
北大核心
2013年第10期1542-1547,共6页
Journal of Shanghai Jiaotong University
基金
国家自然科学基金项目(51108340)
国家科技支撑计划资助项目(2012BAJBB02)
关键词
梁柱连接节点
矩形钢管柱
柱壁
单板
beam column connection
rectangular tubular columns
column wall
single shear plate
