Generalised component method for bolted bearing type connections incorporating block shear failure-Reference-Cited by-同舟云学术

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Generalised component method for bolted bearing type connections incorporating block shear failure

Published:2024-09 Issue: Volume:220 Page:108849
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Zhou Jingsheng,Rasmussen Kim J.R.,Yan Shen,Deierlein Gregory G.,Zhang Hao

Funder

Australian Research Council

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference39 articles.

1. Design Guide;Hogan,2007

2. Eurocode 3, Design of steel structures. Part 1–8, Design of joints, CEN, Brussels;EN 1993-1-8,2024

3. Modelling of beam-to-column joints;Huber;J. Constr. Steel Res.,1998

4. Post-limit stiffness and ductility of end-plate beam-to-column steel joints;da Silva;Comput. Struct.,2002

5. The stiffness model of revised annex j of Eurocode 3;Weynand;Pergamon,1996

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