Residual Flexural Stiffness Calculation of T-RC Beams Considering the Effect of Fire-Reference-Cited by-同舟云学术

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Residual Flexural Stiffness Calculation of T-RC Beams Considering the Effect of Fire

Published:2024-02 Issue:2 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Liu Cai-wei¹,Zhang Shi-long²,Lu Xiuliang³,Huang Xu-hong¹,Wang Xin-yu²,Wang Peng-fei²

Affiliation:

1. Associate Professor, College of Civil Engineering, Qingdao Univ. of Technology, Qingdao 266033, PR China.

2. Graduate Student, College of Civil Engineering, Qingdao Univ. of Technology, Qingdao 266033, PR China.

3. Faculty of Urban Construction, Beijing Univ. of Technology, Beijing 100124, PR 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

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12746

Reference47 articles.

1. Flexural behavior of RC beams externally strengthened with CFRP composites exposed to severe environment conditions

2. Investigations of elastic vibration periods of reinforced concrete moment-resisting frame systems with various infill walls

3. Experimental behavior of ultra high performance fiber reinforced concrete beams under fire conditions

4. Experimental study on the fundamental frequency of prestressed concrete bridge beams with parabolic unbonded tendons

5. Residual stress–strain relationship for concrete after exposure to high temperatures

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