Distortional Buckling of Cold-Formed Stainless Steel Sections: Experimental Investigation-Reference-Cited by-同舟云学术

Distortional Buckling of Cold-Formed Stainless Steel Sections: Experimental Investigation

Published:2006-04 Issue:4 Volume:132 Page:497-504
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Lecce Maura¹²,Rasmussen Kim J.¹²

Affiliation:

1. Doctoral Candidate, Dept. of Civil Engineering, Univ. of Sydney, Sydney, NSW 2006, Australia.

2. Professor, Dept. of Civil Engineering, Univ. of Sydney, Sydney, NSW 2006, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282006%29132%3A4%28497%29

Reference17 articles.

1. Australian Standard/New Zealand Standard. (1991). “Methods for tensile testing of metals.” AS:1391 Standards Australia Sydney Australia.

2. Australian Standard/New Zealand Standard. (2001). “Cold-formed stainless steel structures.” AS/NZS:4673 Standards Australia Sydney Australia.

3. Buitendag Y. and van den Berg G. J. (1994). “The strength of partially stiffened stainless steel compression members.” Proc. 12th Specialty Conf. on Cold-Formed Steel Structures St. Louis.

Cited by 70 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental investigation of cold-formed stainless steel built-up closed section stub columns;Engineering Structures;2024-05

2. Recent Research Advances in High-Performance Steel Tubular Members: Material Properties, Stub Columns, and Beams;Buildings;2023-10-27

3. EXPERIMENTAL STUDY ON INTERACTION OF DISTORTIONAL AND GLOBAL BUCKLING OF STAINLESS STEEL LIPPED CHANNEL COLUMNS;ADV STEEL CONSTR;2023-06-01

4. Experimental investigation of the sectional buckling of built-up cold-formed steel columns;Journal of Constructional Steel Research;2023-04

5. Testing, simulation and design of press-braked ferritic stainless steel slender channel section columns failing by local–flexural interactive buckling;Thin-Walled Structures;2023-04