High-temperature performance of damaged reinforced concrete columns under post-earthquake fires-Reference-Cited by-同舟云学术

High-temperature performance of damaged reinforced concrete columns under post-earthquake fires

Published:2020-03-11 Issue:2 Volume:17 Page:260-274
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Wen Bo¹²,Zhang Lu³,Wu Bo⁴,Niu Ditao⁵

Affiliation:

1. School of Civil Engineering, Xi’an University of Architecture & Technology, Xi'an, China;

2. Key Lab of Structural Engineering and Earthquake Resistance, Ministry of Education (XAUAT), Xi'an, China;

3. State Key Laboratory of Green Building in Western China, Xi’an University of Architecture & Technology, Xi'an, China;

4. State Key Laboratory of Subtropical Building Science, Guangzhou, China;

5. State Key Laboratory of Green Building in Western China

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2020.1736584

Reference24 articles.

1. ABAQUS. (2006). User subroutines reference manual version 6.5 (pp. 45–53). Pawtucket, RI: Hibbitt, Karlsson and Sorensen Inc.

2. Numerical and experimental investigation of the behavior of high strength concrete columns in fire

3. Post-earthquake fire resistance of CFRP strengthened reinforced concrete structures

4. Erine, A., Gillie, M. & Stratford, J. (2012). Thermal propagation through tensile cracks in reinforced concrete. Journal of Materials in Civil Engineering, 24(5): 516–522.

5. Eurocode 2. (2005). Design of concrete structures. Part 1-2: General rules-structural fire design (BSEN1992-1-2, pp. 23–28). London: British Standards Institution.

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