Fire-induced Progressive Collapse of 3D Steel Portal Frames-Reference-Cited by-同舟云学术

Fire-induced Progressive Collapse of 3D Steel Portal Frames

Published:2017 Issue: Volume:210 Page:537-543
ISSN:1877-7058
Container-title:Procedia Engineering
language:en
Short-container-title:Procedia Engineering

Author:

Lou Guobiao,Wang Chenghao,Jiang Jian,Jiang Yaqiang,Li Guo-Qiang

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference6 articles.

1. ASCE 7. American Society of Civil Engineers Standard 7 Minimum Design Loads for Buildings and Other Structures, American Society of Civil Engineers, 2005.

2. Design of steel portal frame buildings for fire safety;Moss;Journal of Constructional Steel Research.,2009

3. Behavior of portal frames of steel hollow sections exposed to fire;EI-Heweity;Alexandria Engineering Journal.,2012

4. Dual-steel portal frame design to withstand a fire exposure to 45 minutes;Garcia;International Journal of Steel Structures.,2016

5. 02SG518-1. Design of light steel portal frames. China building standard design and Research Institute, 2002.

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