外包钢混凝土框架现浇边节点抗震性能试验研究  

Experimental study on seismic behavior of wrapped steel concrete frame exterior joints

作　　者：吴涛[1] 白国良[1] 刘伯权[2] 

机构地区：[1]西安建筑科技大学土木工程学院,陕西西安710055 [2]长安大学,陕西西安710064

出　　处：《西安建筑科技大学学报（自然科学版）》2002年第4期338-341,共4页Journal of Xi'an University of Architecture & Technology(Natural Science Edition)

摘　　要：通过三件外包钢混凝土框架边节点的试验 ,以柱轴压比、梁角钢布置形式及配钢率等为主要参数 ,研究了现浇外包钢混凝土框架边节点在高轴压比条件下的节点抗震性能和角钢受力特点 .Three specimens of wrapped steel concrete exterior joints which varied in compression ratio and the form of angel steel in beam is put to test and process of failure bearing mechanism as well as the seismic behavior under the highaxial compression ratio are investigated. Based on the analyses, the paper put forward with the calculating equation of bearing capacity.

关 键 词：试验 外包钢混凝土 框架边节点 抗震性能 

分 类 号：TU398.2[建筑科学—结构工程]