Effect of Force-Temperature Paths on Behaviors of Reinforced Concrete Flexural Members-Reference-Cited by-同舟云学术

Effect of Force-Temperature Paths on Behaviors of Reinforced Concrete Flexural Members

Published:2002-03 Issue:3 Volume:128 Page:365-373
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Shi Xudong¹,Tan Teng-Hooi²,Tan Kang-Hai²,Guo Zhenhai³

Affiliation:

1. Associate Professor, Dept. Civil Engineering, Tsinghua Univ., Beijing 100084, P.R. China.

2. Associate Professor, School of Civil Structural Engineering, Nanyang Technological Univ., Nanyang Ave., Singapore 639798.

3. Professor, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, P.R. China.

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%290733-9445%282002%29128%3A3%28365%29

Reference12 articles.

1. A Joint Committee of the Institution of Structural Engineers and Concrete Society. (1978). Design and detailing of concrete structure for fire resistance Institution of Structural Engineers London.

2. ACI Committee 216. (1989). “ Guide for determining the fire endurance of concrete elements .” ACI 216R-89 American Concrete Institute Detroit.

3. Associate Committee on the National Building Code. (1990). “National building code of Canada ” 10th Ed. NRCC30619 National Research Council of Canada Ottawa Canada.

4. European Committee for Standardization. (1992). “Eurocode 2 Design of concrete structures Part 10: Structural fire design.” CEN/TC 250/SC2/92/N77 Brussels.

5. Deformation experiments and constitutive relationship of concrete under different stress-temperature paths.;Guo Z.;J. Chin. Civ. Eng.,1993

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