Response to "Ultimate Strength of Single Shear Two-bolted Connections with Austenitic Stainless Steel"

被引：0

作者：

Kim, TaeSoo ^{[1
]}

Lim, JinSeong ^{[2
]}

机构：

[1] Hanbat Natl Univ, Dept Architectural Engn, Taejon 305719, South Korea

[2] Sejin E&C Co Ltd, Seoul 137049, South Korea

来源：

INTERNATIONAL JOURNAL OF STEEL STRUCTURES | 2013年 / 13卷 / 03期

关键词：

BOLTED CONNECTIONS; STATIC SHEAR; PLATES;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

引用

页码：573 / 576

页数：4

共 50 条

[1] Ultimate strength of single shear two-bolted connections with austenitic stainless steel
Kim, TaeSoo
Lim, JinSeong
[J]. INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2013, 13 (01) : 117 - 128
[2] Ultimate strength of single shear two-bolted connections with austenitic stainless steel
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JinSeong Lim
[J]. International Journal of Steel Structures, 2013, 13 : 117 - 128
[3] Discussion of "Ultimate Strength of Single Shear Two-bolted Connections with Austenitic Stainless Steel"
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[J]. INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2013, 13 (03) : 569 - 572
[4] Ultimate strength of single shear bolted connections with cold-formed ferritic stainless steel
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[J]. JOURNAL OF ZHEJIANG UNIVERSITY-SCIENCE A, 2013, 14 (02): : 120 - 136
[5] Ultimate strength of single shear bolted connections with cold-formed ferritic stainless steel
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[J]. Journal of Zhejiang University-Science A(Applied Physics & Engineering)., 2013, 14 (02) - 136
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