Fire Behavior of Prestressed Stayed Columns: Critical Temperature and Mode Transition-Reference-Cited by-同舟云学术

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Fire Behavior of Prestressed Stayed Columns: Critical Temperature and Mode Transition

Published:2024-05 Issue:5 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Wu Kaidong¹^ORCID,Xing Zhe²^ORCID,Li Guoqiang³,Chang Haosong⁴

Affiliation:

1. Associate Professor, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China. ORCID: .

2. Associate Professor, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China (corresponding author). ORCID: .

3. Professor, College of Civil Engineering, Tongji Univ., Shanghai 200092, China.

4. Professor, Central Research Institute of Building and Construction Co. Ltd., MCC Group, 33 Xitucheng Rd., Beijing 100088, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12921

Reference38 articles.

1. Response to fire of concrete structures that incorporate FRP

2. Experimental and numerical analysis of stainless steel cellular beams in fire

3. Analysis and Design of Struts with Tension Ties

4. Tensile performance of prestressed steel elements

5. Compressive behaviour and design of prestressed steel elements

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. Interactive buckling affected by material plasticity in prestressed stainless steel stayed columns;Journal of Constructional Steel Research;2024-09

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