Stress-Strain Curves of Structural and Reinforcing Steels after Exposure to Elevated Temperatures-Reference-Cited by-同舟云学术

Stress-Strain Curves of Structural and Reinforcing Steels after Exposure to Elevated Temperatures

Published:2013-09 Issue:9 Volume:25 Page:1306-1316
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Tao Zhong¹,Wang Xing-Qiang²,Uy Brian³

Affiliation:

1. Associate Professor, Institute for Infrastructure Engineering, Univ. of Western Sydney, Penrith, NSW 2751, Australia (corresponding author).

2. Associate Professor, Dept. of Civil Engineering, Shandong Polytechnic, Jinan, Shandong Province, 250013, P.R. China.

3. Professor of Structural Engineering and Director, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney, NSW 2052, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000676

Reference39 articles.

1. American National Standards Institute (ANSI)/AISC. (2010). “Specification for structural steel buildings.” ANSI/AISC 360-10 Chicago IL.

2. Elasto-plastic behaviour of steel frame works

3. British Standards Institution. (2005). “Design of steel structures Part 1–2: General rules—Structural fire design.” Eurocode 3 BS EN 1993-1-2: 2005 London.

4. Cao W. X. (1998). “Analysis of fire behaviour of steel frames considering the damage accumulation.” Ph.D. thesis Department of Civil Engineering Tongji University Shanghai China (in Chinese).

5. Behavior of High Strength Structural Steel at Elevated Temperatures

Cited by 261 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Postfire Seismic Responses of High-Strength RC Columns: Experiments and Simulations;Journal of Structural Engineering;2024-10

2. Experimental and numerical investigations of post-fire behaviour of circular steel tube confined steel-reinforced concrete columns under eccentric loading;Journal of Building Engineering;2024-10

3. Characterization of damage to steel bridge girders subjected to over-height vehicle collision;Journal of Constructional Steel Research;2024-10

4. Behaviours of circular high-strength concrete-filled high-strength steel tubular columns after constant heating;Journal of Constructional Steel Research;2024-10

5. Experimental and analytical study on post-fire residual flexural behavior of corroded reinforced concrete beams after various cooling methods;Engineering Structures;2024-10