摘要
通过钢筋混凝土框架边节点组合试件在反复荷载作用下的试验研究,对试验现象进行了较全面的分析,着重讨论了90°弯折钢筋水手段锚固长度变的化对锚固性能的影响.
Based on experiments of composite members of RC frame exterior joints under cyclic load, this paper gives comprehensive analysis of the experimental results, and focuses on the anchorage perfonnance affected by the variation of horizontal anchorage length of 90-degree hooked bars in exterior joints.
出处
《世界地震工程》
CSCD
2000年第2期74-78,共5页
World Earthquake Engineering
关键词
钢筋混凝土框架
边节点
组合试件
90°弯折钢筋
RC frame
exterior joints
composite members
90-degree hooked bars
anchorage performance