Behavior of Sway Two-Bay, Two-Story Composite Steel Frames in Fire-Reference-Cited by-同舟云学术

Behavior of Sway Two-Bay, Two-Story Composite Steel Frames in Fire

Published:2016-02 Issue:2 Volume:142 Page:04015119
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Dong Yu-Li¹,Peng Xing-Qian²,Fang Yuan-Yuan³,Zhang Da-Shan⁴

Affiliation:

1. Professor, College of Civil Engineering, Huaqiao Univ., Xiamen 361021, Fujian, China (corresponding author).

2. Professor, College of Civil Engineering, Huaqiao Univ., Xiamen 361021, Fujian, China.

3. Associate Professor, College of Civil Engineering, Huaqiao Univ., Xiamen 361021, Fujian, China.

4. Lecturer, College of Civil Engineering, Huaqiao Univ., Xiamen 361021, Fujian, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001369

Reference13 articles.

1. The behaviour of full-scale steel-framed buildings subjected to compartment fires;Bailey C. G.;Struct. Eng.,1999

2. Stability of Structures

3. Dong Y. L. and Prasad K. (2007). “An experimental study on the behavior of full-scale composite steel frames under furnace loading.” NISTIR 7394 National Institute of Standards and Technology of America Washington DC.

4. Behavior of Full-scale Frames with Slim Floor Slab Construction under Exposure in a Fire Resistance Furnace

5. Experimental Study on the Behavior of Full-Scale Composite Steel Frames under Furnace Loading

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