Unloading and Reloading Stress–Strain Model for Confined Concrete-Reference-Cited by-同舟云学术

Unloading and Reloading Stress–Strain Model for Confined Concrete

Published:2006-01 Issue:1 Volume:132 Page:112-122
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Sakai Junichi¹²,Kawashima Kazuhiko¹²

Affiliation:

1. Research Engineer, Earthquake Disaster Prevention Research Group, Public Works Research Institute, 1-6, Minamihara, Tsukuba, Ibaraki 305-8516, Japan (corresponding author).

2. Professor, Dept. of Civil Engineering, Tokyo Institute of Technology, 2-12-1 O-okayama, Meguro, Tokyo 152-8552, Japan.

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%282006%29132%3A1%28112%29

Reference17 articles.

1. Stress–strain curves of concrete confined by spiral reinforcement;Ahmad S. H.;J. Am. Concr. Inst.,1982

2. Stress–strain behavior of concrete under cyclic loading;Bahn B. Y.;ACI Mater. J.,1998

3. Dodd L. L. and Cooke N. (1992). “The dynamic behaviour of reinforced-concrete bridge piers subjected to New Zealand seismicity.” Res. Rep. 92-04 Dept. of Civil Engineering Univ. of Canterbury Christchurch New Zealand.

4. Stress-Strain Model for Confined Reinforced Concrete in Bridge Piers

5. Behavior of concrete under compressive loadings;Karsan I. D.;J. Struct. Div. ASCE,1969

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