Influence of H-column stiffness on the anti-collapse performance of composite frame in the minor-axis direction-Reference-Cited by-同舟云学术

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Influence of H-column stiffness on the anti-collapse performance of composite frame in the minor-axis direction

Published:2023-06 Issue: Volume:68 Page:106078
ISSN:2352-7102
Container-title:Journal of Building Engineering
language:en
Short-container-title:Journal of Building Engineering

Author:

Song Xiao-yan,Zhong Wei-hui,Meng Bao,Tan Zheng,Peng Liang-hui

Funder

National Natural Science Foundation of China

Key Research and Development Projects of Shaanxi Province

Publisher

Elsevier BV

Subject

Mechanics of Materials,Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference44 articles.

1. Research and practice on progressive collapse and robustness of building structures in the 21st century;Adam;Eng. Struct.,2017

2. Mitigating risk from abnormal loads and progressive collapse;Ellingwood;J. Perform. Constr. Facil.,2006

3. Progressive collapse of framed building structures: current knowledge and future prospects;Kiakojouri;Eng. Struct.,2020

4. National Building Code of Canada,1975

5. Alternate Path Analysis & Design Guidelines for Progressive Collapse Resistance,2013

Cited by 1 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 evaluation and numerical investigation on the anti-collapse performance of beam-to-column connections in the minor-axis direction;Structures;2024-05

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