Influence of column web stiffening on the seismic behaviour of beam-to-column joints

被引：0
|
作者：
Ciutina, AL [1 ]
Dubina, D [1 ]
机构：
[1] Politehn Univ, Timisoara, Romania
来源：
STESSA 2003: BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS | 2003年
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The present paper summarises the experimental results on column web panels, carried out at the "Politehnica" University of Timisoara, Romania with the scope of investigating the influence of different column web stiffening solutions on the performance of beam-to-column joints of Moment Resisting Frames. The response parameters, such as resistance, rigidity and ductility have been monitored. Five different types of panel web stiffening are compared in regard to a reference test. A comparison of the experimental tests to the mathematical models given by Krawinkler and EUROCODE 3 - Part 1.8 are Also presented.
引用
收藏
页码：269 / 275
页数：7
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