Control of bolted beam-to-column connections in moment joints by T-stub properties

被引：0
|
作者：
Grecea, D. [1 ]
Muntean, N. [1 ]
Dubina, D. [1 ]
机构：
[1] Politehn Univ Timisoara, Timisoara, Romania
来源：
STESSA 2012: PROCEEDINGS OF THE 7TH INTERNATIONAL CONFERENCE ON BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS | 2012年
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D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The paper analyses the performance of bolted T-stubs made by welded plates of two different steel grades, e. g., S235 combined with S460 and S690 of different thickness, together with the global behaviour of the joint. Present paper demonstrates that starting from real design cases, the beam-to-column joint detailing and its performance on term of ductility vs. moment capacity can be controlled mainly by the T-stub component.
引用
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页码：249 / 254
页数：6
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