Review on Cold-Formed Steel Connections

被引：41
|
作者：
Lee, Yeong Huei [1 ]
Tan, Cher Siang [1 ]
Mohammad, Shahrin [1 ]
Tahir, Mahmood Md [2 ]
Shek, Poi Ngian [2 ]
机构：
[1] Univ Teknol Malaysia, Fac Civil Engn, Johor Baharu 81310, Johor, Malaysia
[2] Univ Teknol Malaysia, UTM CRC, Johor Baharu 81310, Johor, Malaysia
来源：
SCIENTIFIC WORLD JOURNAL | 2014年
关键词：
BOLTED MOMENT-CONNECTIONS; LONGITUDINAL FILLET WELDS; PALLET RACK STRUCTURES; THIN SHEET STEELS; T-JOINTS; STRUCTURAL BEHAVIOR; LAPPED CONNECTIONS; ULTIMATE STRENGTH; SEISMIC DESIGN; FATIGUE TESTS;
D O I：
10.1155/2014/951216
中图分类号：
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号：
07 ; 0710 ; 09 ;
摘要：
The concept of cold-formed light steel framing construction has been widespread after understanding its structural characteristics with massive research works over the years. Connection serves as one of the important elements for light steel framing in order to achieve its structural stability. Compared to hot-rolled steel sections, cold-formed steel connections perform dissimilarity due to the thin-walled behaviour. This paper aims to review current researches on cold-formed steel connections, particularly for screw connections, storage rack connections, welded connections, and bolted connections. The performance of these connections in the design of cold-formed steel structures is discussed.
引用
收藏
页数：11
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