Experiments on Long-Span Cold-Formed Steel Single C-Section Portal Frames-Reference-Cited by-同舟云学术

Experiments on Long-Span Cold-Formed Steel Single C-Section Portal Frames

Published:2020-01 Issue:1 Volume:146 Page:04019187
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Rinchen Rinchen¹^ORCID,Rasmussen Kim J. R.²

Affiliation:

1. Research Associate, School of Civil Engineering, Univ. of Sydney, NSW 2006, Australia (corresponding author). ORCID: .

2. Challis Professor, School of Civil Engineering, Univ. of 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%29ST.1943-541X.0002487

Reference32 articles.

1. Baigent A. H. and G. J. Hancock. 1982. “The strength of cold-formed portal frames.” In Proc. 6th Int. Specialty Conf. on Cold-Formed Steel Structures. Rolla MO: Univ. of Missouri.

2. Experimental investigation of long-span cold-formed steel double channel portal frames

3. Experimental investigation on bolted moment connections among cold formed steel members

4. Dubina D. A. Stratan A. Ciutina L. Fulop and Z. Nagy. 2004. “Performance of ridge and eaves joints in cold-formed steel portal frames.” In Proc. 17th Int. Specialty Conf. on Cold-Formed Steel Structures. Rolla MO: Univ. of Missouri.

5. Dunai L. 2007. “Innovative steel and composite structures.” Ph.D. thesis Faculty of Civil Engineering Hungarian Academy of Sciences.

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