Cold-Formed Steel Lipped Channel Columns Influenced by Local-Distortional Interaction: Strength and DSM Design-Reference-Cited by-同舟云学术

Cold-Formed Steel Lipped Channel Columns Influenced by Local-Distortional Interaction: Strength and DSM Design

Published:2013-06 Issue:6 Volume:139 Page:1059-1074
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Young Ben¹,Silvestre Nuno²,Camotim Dinar³

Affiliation:

1. Professor, Dept. of Civil Engineering, Univ. of Hong Kong, Pokfulam Rd., Hong Kong, China.

2. Assistant Professor, Dept. of Civil Engineering, ICIST, Instituto Superior Técnico, Technical Univ. of Lisbon, 1049-001 Lisbon, Portugal.

3. Professor, Dept. of Civil Engineering, ICIST, Instituto Superior Técnico, Technical Univ. of Lisbon, 1049-001 Lisbon, Portugal (corresponding author).

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%29ST.1943-541X.0000694

Reference29 articles.

1. American Iron and Steel Institute (AISI). (2007). “North American specification (NAS) for the design of cold-formed steel structural members.” AISI-S100-07 Washington DC.

2. Australian/New Zealand Standard (AS/NZS). (2005). “Cold-formed steel structures.” AS/NZS 4600 Sydney Australia.

3. Bebiano R. Pina P. Silvestre N. and Camotim D. (2008a). “GBTUL 1.0β—Buckling and vibration analysis of thin-walled members.” DECivil/IST Technical Univ. of Lisbon Lisbon Portugal.

4. Bebiano R. Silvestre N. and Camotim D. (2008b). “GBTUL—A code for the buckling analysis of cold-formed steel members.” Proc. 19th Int. Specialty Conf. on Recent Research and Developments in Cold-Formed Steel Design and Construction R. Laboube and W. W. Yu eds. Univ. of Missouri Rolla Rolla MO 61–79.

5. Camotim D. Dinis P. B. and Silvestre N. (2008). “Local/distortional mode interaction in lipped channel steel columns: Post-buckling behaviour strength and DSM design.” Proc. 5th Int. Conf. on Thin-Walled Structures — Recent Innovations and Developments M. Mahendran ed. Queensland Univ. of Technology Brisbane Australia 99–114.

Cited by 66 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. Local buckling behaviour of web perforated cold-formed steel lipped channel columns;Thin-Walled Structures;2024-12

2. Unified machine-learning-aided design of cold-formed steel channel section columns with different buckling modes at ambient and elevated temperatures;Engineering Structures;2024-12

3. Post-buckling behavior and DSM design of cold-formed steel lipped channel columns experiencing local-distortional-global interaction;Structures;2024-09

4. Experimental and numerical study on the load-bearing capacity of cold-formed stiffened high-strength steel box columns;Journal of Building Engineering;2024-04

5. EVALUATION OF LOCAL-PLATE BUCKLING COEFFICIENT FOR THE DESIGN OF COLD-FORMED STEEL-LIPPED CHANNEL CROSS SECTIONS: NUMERICAL SIMULATIONS AND DESIGN RECOMMENDATIONS;ADV STEEL CONSTR;2024-03-01