Post‐fire Residual Strength and Ductility of Structural Steels from Hollow Sections-Reference-Cited by-同舟云学术

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Post‐fire Residual Strength and Ductility of Structural Steels from Hollow Sections

Published:2022-09 Issue:4 Volume:5 Page:458-466
ISSN:2509-7075
Container-title:ce/papers
language:en
Short-container-title:ce papers

Author:

Pons David¹,Lapuebla‐Ferri Andrés¹,Romero Manuel L.²

Affiliation:

1. Dpt. of Continuum Mechanics and Theory of Structures Universitat Politècnica de València Spain

2. ICITECH Universitat Politècnica de València Spain

Publisher

Wiley

Subject

General Earth and Planetary Sciences,General Environmental Science

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/cepa.1777

Reference16 articles.

1. The reinstatement of fire damaged steel framed structures

2. Gosain N. K.;Drexler R. F.andChoudhuri D.(2008)Evaluation and Repair of Fire‐Damaged Buildings. Structure.18–22.

3. Tide RHR.(1998)Integrity of structural steel after exposure to fire. Engineering Journal.26–38.

4. British Standard Institution(2003)BS 5950‐8. Structural use of steelwork in building: code of practice for fire resistant design.

5. Dill F. H.(1960)Structural steel after a fire. In: Proceedings of AISC national engineering conference.78–80.

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. Influence of load and high temperature on the post‐fire behaviour of high‐strength structural steels;ce/papers;2023-09

2. Experimental residual capacity of steel-reinforced concrete-filled steel tubular stub columns after fire exposure;Thin-Walled Structures;2023-08

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