Investigation on Postfire Residual Capacity of High-Strength Steel Columns with Axial Restraint-Reference-Cited by-同舟云学术

Investigation on Postfire Residual Capacity of High-Strength Steel Columns with Axial Restraint

Published:2020-09 Issue:9 Volume:146 Page:04020182
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Li Guo-Qiang¹,Miao Jiarong²,Song Linxin³,Cai Wenyu⁴,Jiang Jian⁵

Affiliation:

1. Professor, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China.

2. Department of the Fifth Design, Guangzhou Design Institute, Guangzhou 510620, China.

3. Ph.D. Candidate, College of Civil Engineering, Tongji Univ., Shanghai 200092, China.

4. College of Civil Engineering, Tongji Univ., Shanghai 200092, China.

5. Professor, Jiangsu Key Laboratory of Environmental Impact and Structural Safety in Engineering, China Univ. of Mining and Technology, Xuzhou 221116, China (corresponding author).

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.0002759

Reference38 articles.

1. Fire design of steel columns: Effects of thermal gradients

2. The influence of the thermal expansion of beams on the structural behaviour of columns in steel-framed structures during a fire

3. Behavior of High Strength Structural Steel at Elevated Temperatures

4. Mechanical properties of heat-treated high strength steel under fire/post-fire conditions

5. Steel Columns Subjected to Thermal Gradients from Fire Loading: Experimental Evaluation

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