Study on anti-progressive collapse performance of assembled steel frame joints with Z-type cantilever beam splices-Reference-Cited by-同舟云学术

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Study on anti-progressive collapse performance of assembled steel frame joints with Z-type cantilever beam splices

Published:2022-12 Issue: Volume:199 Page:107593
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Wu Zhiqiang,Xu Zhijun,Qiao Huiyun,Chen Yu,Chen Long,Chen Weiyu

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference30 articles.

1. Experimental tests of different types of bolted steel beam–column joints under a central-column-removal scenario[J];Yang;Eng. Struct.,2013

2. Study of the mechanics of progressive collapse with simplified beam models[J];Stylianidis;Eng. Struct.,2016

3. Study on the progressive collapse behavior of fully bolted RCS beam-to-column connections[J];Tang;Eng. Struct.,2019

4. Anti-collapse performance assessment of steel beam-column substructures with all-welded connections after exposure to fire[J];Guo;J. Constr. Steel Res.,2022

5. Performance of different stiffness connections against progressive collapse[J];Zhong;J. Constr. Steel Res.,2017

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental study on seismic performance of frame with steel-hollow core partially encased composite spliced beam;Journal of Constructional Steel Research;2024-01

2. Implementation of the Weak Link Problem for Trusses;Buildings;2023-05-07

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