Modified Critical Temperatures for Steel Design Based on Simple Calculation Models in Eurocode 3-Reference-Cited by-同舟云学术

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Modified Critical Temperatures for Steel Design Based on Simple Calculation Models in Eurocode 3

Published:2015-07-30 Issue:1 Volume:53 Page:227-248
ISSN:0015-2684
Container-title:Fire Technology
language:en
Short-container-title:Fire Technol

Author:

Xiong Ming-Xiang,Huang Zhen-Yu,Liew J. Y. Richard

Publisher

Springer Science and Business Media LLC

Subject

Safety, Risk, Reliability and Quality,General Materials Science

Link

http://link.springer.com/content/pdf/10.1007/s10694-015-0522-x.pdf

Reference17 articles.

1. European Committee for Standardization (2005) Eurocode 3: design of steel structures—part 1–2: general rules-structural fire design, EN 1993-1-2

2. Skowronski W (1990) Load capacity and deflection of fire-resistant steel beams. Fire Technol 26(4):310–328. doi: 10.1007/BF01293076

3. Stanzak WW, Harmathy TZ (1968) Effect of deck on failure temperature of steel beams. Fire Technol 4(4):265–270. doi: 10.1007/BF02588637

4. Neves IC (1995) The critical temperature of steel columns with restrained thermal elongation. Fire Saf J 24:211–227

5. Rodrigues JPC, Neves IC, Valente JC (2000) Experimental research on the critical temperature of compressed steel elements with restrained thermal elongation. Fire Saf J 35:77–98

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. The partial fire protection of steel members: a comparative study;Journal of Structural Fire Engineering;2023-05-15

2. Advanced critical temperature method for steel beams exposed to different fire scenarios;Structures;2022-10

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