Brittle fracture of beam-column welded joints containing defects

被引：0
|
作者：
Dale, K [1 ]
Kurobane, Y [1 ]
Azuma, K [1 ]
Iwashita, T [1 ]
机构：
[1] Sojo Univ, Kumamoto, Japan
来源：
ADVANCES IN STRUCTURES, VOLS 1 AND 2 | 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 1994 Northridge and 1995 Kobe earthquakes revealed that beam-column connections in steel moment resisting frames are susceptible to brittle fracture. There has been a large world-wide research effort aimed at improving this type of connection and predicting brittle behaviour. This paper presents details of a test program on beam-column models that aim to reproduce the types of stresses and loads applied to full-scale beam to column connections without the associated costs of full-scale testing. The test program aims at examining several factors affecting the resistance of beam-column connections to brittle fracture.
引用
收藏
页码：1313 / 1318
页数：6
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