Fire Performance of Steel Reinforced Concrete Columns-Reference-Cited by-同舟云学术

Fire Performance of Steel Reinforced Concrete Columns

Published:2015-04 Issue:4 Volume:141 Page:04014128
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Han Lin-Hai¹,Tan Qing-Hua²,Song Tian-Yi³

Affiliation:

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

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

3. Career Development Fellow, Institute for Infrastructure Engineering, Univ. of Western Sydney, 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.0001081

Reference21 articles.

1. Anderberg G. Y. and Thelandersson S. (1976). “Stress and deformation of concrete characteristics at high temperatures 2: Experimental investigation and material behavior model.” Bulletin 54 Lund Institute of Technology Lund Sweden.

2. Modelling of unbonded post-tensioned concrete slabs under fire conditions

3. European Committee for Standardization. (2004). “Design of composite steel and concrete structures. Part 1-1: General rules and rules for buildings.” Eurocode 4 Brussels Belgium.

4. European Committee for Standardization. (2005). “Design of composite steel and concrete structures. Part 1-2: General rules—Structural fire design.” Eurocode 4 Brussels Belgium.

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