Improvement of I beam-to-RHS column moment connections for avoidance of brittle fracture

被引：0
|
作者：
Kurobane, Y [1 ]
机构：
[1] Kumamoto Inst Technol, Ikeda, Kumamoto, Japan
来源：
TUBULAR STRUCTURES VIII | 1998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：
A large-scale research into beam-to-column connections with conventional and improved details is first summarized. An evaluation of factors influencing the deformation capacity of beam-to-column assemblies is made based on these research results. Further, simple formulae are proposed to predict the plastic deformation capacity of the assemblies. Two types of connections, developed from a new design concept, were found possible to avoid premature occurrences of brittle fracture.
引用
收藏
页码：3 / 17
页数：15
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