Performance of Steel-Reinforced Concrete Column after Exposure to Fire: FEA Model and Experiments-Reference-Cited by-同舟云学术

Performance of Steel-Reinforced Concrete Column after Exposure to Fire: FEA Model and Experiments

Published:2016-09 Issue:9 Volume:142 Page:04016055
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Han Lin-Hai¹,Zhou Kan²,Tan Qing-Hua³,Song Tian-Yi⁴

Affiliation:

1. Professor, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China (corresponding author).

2. Ph.D. Candidate, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China.

3. Lecturer, Dept. of Civil Engineering, National Univ. of Defense Technology, Changsha, Hunan 410072, China.

4. Career Development Fellow, Institute for Infrastructure Engineering, Western Sydney Univ., Penrith, NSW 2751, Australia.

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.0001511

Reference23 articles.

1. ABAQUS [Computer software]. SIMULIA Providence RI.

2. CEN (European Committee for Standardization). (2004). “Design of concrete structures—Part 1-2: General rules—Structural fire design.” Eurocode 2 Brussels Belgium.

3. ECCS (European Convention for Construction Steelwork). (1988). “Calculation of the fire resistance of centrally loaded composite steel—Concrete columns exposed to the standard fire.” Brussels Belgium.

4. Fire Performance of Steel Reinforced Concrete Columns

5. Fire performance of steel-reinforced concrete beam–column joints

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