Effects of elevated temperatures on bolted moment-connections between cold-formed steel members-Reference-Cited by-同舟云学术

Effects of elevated temperatures on bolted moment-connections between cold-formed steel members

Published:2007-10 Issue:10 Volume:29 Page:2419-2427
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Lim James B.P.,Young Ben

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference26 articles.

1. Kirk P. Design of a cold-formed section portal frame building system. In: Proc. 8th international specialty conference on cold-formed steel structures. St. Louis: University of Missouri-Rolla; 1986. p. 295

2. Design-development of a general cold-formed steel portal framing system;Lim;The Structural Engineer,2002

3. Wong MF, Chung KF. Experimental investigation of cold-formed steel beam–column sub-frames. In: Proc. 15th international specialty conference on cold-formed steel structures. St. Louis: University of Missouri-Rolla; 2000. p. 607–18

4. Lateral torsional buckling of gusset plates in bolted moment connections among cold-formed steel members;Chung;Journal of Constructional Steel Research,1998

5. Analysis and behaviour of steel storage pallet racks;Baldassino;Thin-Walled Structures,2000

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