摘要
给出了几种典型的梁柱半刚性连接形式。通过分析半刚性连接的弯矩 -转角曲线 ,讨论了半刚性连接具有的一些特性。以一个单梁两端不同的约束情况为例 ,分析了半刚性连接的受力性能。最后 。
Several types of semi rigid beam to column connections are presented in this paper. Characteristics of semi rigid connections are showed after the moment rotations curves are analyzed. The mechanical properties of semi rigid connections are introduced according to a single beam with three kinds of different supports. At last, it is concluded that semi rigid connections flexibility has an important influence on frame behaviour.
出处
《武汉理工大学学报》
CAS
CSCD
2002年第11期33-35,共3页
Journal of Wuhan University of Technology
基金
建设部科技攻关项目 (0 1- 2 - 0 85 )
