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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