Experimental behaviour of extended end-plate composite beam-to-column joints subjected to reversal of loading

被引：1
|
作者：
Hu, Xiamin [1 ]
Zheng, Desheng [1 ]
Yang, Li [1 ]
机构：
[1] Nanjing Univ Technol, Coll Civil Engn, Nanjing 210009, Peoples R China
来源：
STRUCTURAL ENGINEERING AND MECHANICS | 2006年 / 24卷 / 03期
关键词：
composite joints; cyclic loading; moment rotational response;
D O I：
10.12989/sem.2006.24.3.307
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper is concerned with the behaviour of steel and concrete composite joints subjected to reversal of loading. Three cruciform composite joint specimens and one bare steel joint specimen were tested so that one side of the beam-to-column connection was under negative moment and another side under positive moment. The steelwork beam-to-column connections were made of bolted end plate with an extended haunch section. Composite slabs employing metal decking were used for all the composite joint specimens. The moment-rotation relationships for the joints were obtained experimentally. Details of the experimental observations and results were reported.
引用
收藏
页码：307 / 321
页数：15
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