Ultimate Bearing Capacity of Unconfined Bolted Connections in Cold-Formed Steel Members-Reference-Cited by-同舟云学术

Ultimate Bearing Capacity of Unconfined Bolted Connections in Cold-Formed Steel Members

Published:2021-05 Issue:5 Volume:147 Page:04021048
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Bhuiyan Refat A.¹^ORCID,Ahmed Aziz²^ORCID,Teh Lip H.³^ORCID

Affiliation:

1. Ph.D. Candidate, Australian Research Council Research Hub for Australian Steel Manufacturing, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong, NSW 2500, Australia. ORCID:

2. Associate Research Fellow, Australian Research Council Research Hub for Australian Steel Manufacturing, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong, NSW 2500, Australia. ORCID:

3. Professor, Australian Research Council Research Hub for Australian Steel Manufacturing, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong, NSW 2500, Australia (corresponding author). 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.0002992

Reference16 articles.

1. Thread effects on the stiffness of bolted shear connections

2. Effects of end distance on thin sheet steel bolted connections

3. Active Shear Planes of Bolted Connections Failing in Block Shear

4. Experimental and theoretical analysis of shear bolted connections for tubular structures

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