Triaxial Constitutive Model for Concrete under Cyclic Loading-Reference-Cited by-同舟云学术

Triaxial Constitutive Model for Concrete under Cyclic Loading

Published:2016-07 Issue:7 Volume:142 Page:04016039
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Moharrami Mohammadreza¹,Koutromanos Ioannis²

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., Blacksburg, VA 24061 (corresponding author).

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., Blacksburg, VA 24061.

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%29ST.1943-541X.0001491

Reference39 articles.

1. Ang B. G. (1981). “Ductility of reinforced concrete bridge piers under seismic loading.” Ph.D. dissertation Univ. of Canterbury Christchurch New Zealand.

2. Concrete fracture models: testing and practice

3. Beckingsale C. W. (1980). “Post elastic behavior of reinforced concrete beam-column joints.” Ph.D. dissertation Univ. of Canterbury Christchurch New Zealand.

4. Microplane model M7 for plain concrete. I: Formulation;Caner F. C.;J. Eng. Mech.,2012

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