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

页码：1313 / 1318

页数：6