钢筋混凝土梁柱中节点抗震性能试验研究  

Seismic Experimental Study of Steel-concrete Beam-column Joints

作　　者：陈洪斌[1] 

机构地区：[1]襄樊学院土木工程系,湖北襄樊441003

出　　处：《襄樊职业技术学院学报》2004年第3期1-4,共4页Journal of Xiangfan Vocational and Technical College

摘　　要：概述了两个钢筋混凝土梁柱中节点在低周反复荷载作用下的试验,通过试验,分析了这两个梁柱中节点的受力机理及抗震性能,通过对这两个节点抗震性能的比较,得出了抗震节点和非抗震节点抗震性能的优劣。This paper summarizes the tests under cyclic reverse loading of two cruciform R.C. beam-column joints. Based on the test, the mechanical behavior and the seismic behavior of them are analyzed. The advantage and the disadvantage of the seismic behavior are presented by means of comparison of these two joints.

关 键 词：梁柱中节点 抗震性能 抗震节点 受力机理 

分 类 号：TU209[建筑科学—建筑设计及理论]