Local Buckling in Cold-Formed Steel Moment-Resisting Bolted Connections: Behavior, Capacity, and Design-Reference-Cited by-同舟云学术

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Local Buckling in Cold-Formed Steel Moment-Resisting Bolted Connections: Behavior, Capacity, and Design

Published:2020-09 Issue:9 Volume:146 Page:04020167
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Mojtabaei Seyed Mohammad¹^ORCID,Becque Jurgen²,Hajirasouliha Iman³^ORCID

Affiliation:

1. Ph.D. Researcher, Dept. of Civil and Structural Engineering, The Univ. of Sheffield, Sheffield S1 3JD, UK (corresponding author). ORCID: .

2. Lecturer, Dept. of Civil and Structural Engineering, The Univ. of Sheffield, Sheffield S1 3JD, UK.

3. Senior Lecturer, Dept. of Civil and Structural Engineering, The Univ. of Sheffield, Sheffield S1 3JD, UK. ORCID: .

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.0002730

Reference44 articles.

1. Development of cold-formed steel elements for earthquake resistant moment frame buildings

2. Experimental work on cold-formed steel elements for earthquake resilient moment frame buildings

3. Cyclic behaviour of bolted cold-formed steel moment connections: FE modelling including slip

4. Structural analysis of assemblages of thin-walled members

5. Experimental and numerical study of connection effects in long-span cold-formed steel double channel portal frames

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