Cyclic behaviour of beam-to-column welded connections

被引：0
|
作者：
Mele, E [1 ]
Calado, L [1 ]
De Luca, A [1 ]
机构：
[1] Univ Naples Federico II, Struct Anal & Design Dept, DAPS, I-80125 Naples, Italy
来源：
ADVANCES IN STEEL STRUCTURES, VOLS 1 AND 2 | 1999年
关键词：
welded connections; cyclic tests; loading histories; rotation capacity; panel zone; failure modes;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
In this paper the results of an experimental program devoted to the assessment of the cyclic behaviour of full scale, European type, beam-column subassemblages with welded connections are presented. Six tests (five cyclic and one monotonic) have been carried out on three different series of specimens, encompassing a total of eighteen tests. The tests have evidenced the effect of column size and panel zone design on the cyclic behaviour and failure modes of the connections, as well as the dependency of the moment capacity and of the maximum and cumulative plastic rotation of the joint upon the applied loading history.
引用
收藏
页码：323 / 330
页数：8
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