摘要
通过对循环荷载作用下的外伸端板节点连接性能的试验 ,分析了外伸端板连接的滞回性能。试验结果表明 :外伸端板连接具有良好的延性和耗能能力 ,节点的转角都超过了 0 .0 3rad ;端板刚度 (主要是端板厚度 )
The hysteretic behavior of extended-end-plate beam-column connections under cyclic loading was presented in this paper.Results of the experiment show that the extended-end-plate connections have better behavior of ductility and energy dissipation, and the rotary angle of every connection exceeds 0.03 radians. The extended plate stiffness (the thickness of the end-plate) is the most important factor, which has crucial influence on the cyclic behavior of connections.
出处
《河南科技大学学报（自然科学版）》
CAS
2003年第2期94-96,共3页
Journal of Henan University of Science And Technology:Natural Science
基金
建设部科技攻关资助项目 (0 1-2 -0 85 )
