Behaviour of steel beam-to-column joints subject to removal of a single column-Reference-Cited by-同舟云学术

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Behaviour of steel beam-to-column joints subject to removal of a single column

Published:2022 Issue: Volume: Page:9-119
ISSN:
Container-title:Behaviour of Building Structures Subjected to Progressive Collapse
language:
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Author:

Yang Bo,Kang Shao-Bo,Tan Kang Hai,Zhou Xu-Hong

Publisher

Elsevier

Reference46 articles.

1. Analysis user's manual version 6.9;ABAQUS,2009

2. Seismic rehabilitation of existing buildings (ASCE/SEI 41-06);ASCE 41,2006

3. Initial stiffness of semi-rigid steel beam-to-column connections;Azizinamini;Journal of Constructional Steel Research,1987

4. Static and cyclic performance of semirigid steel beam-to-column connections;Azizinamini;Journal of Structural Engineering, ASCE,1989

5. Joints in steel construction—Moment connections;BCSA/SCI,1995

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