Effect of beam section size and connection detail on deformation capacity :Deformation capacity of welded beam-to-column connection subjected to repeated plastic strain Part 4

被引：0
|
作者：
Takatsuka, Kouhei [1 ]
Suita, Keiichiro [1 ]
Tanaka, Tsuyoshi [2 ]
Umeda, Toshihiro [1 ]
机构：
[1] Dept. of Architecture and Architectural Eng, Kyoto University, Japan
[2] Dept. of Architecture, Kobe University, Japan
来源：
Journal of Structural and Construction Engineering | 2014年 / 79卷 / 696期
关键词：
Cyclic loads - Welds - Crack propagation - Welding;
D O I：
10.3130/aijs.79.315
中图分类号：
学科分类号：
摘要：
引用
收藏
页码：315 / 321
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