Biaxial Constitutive Models for Simulation of Low-Aspect-Ratio Reinforced Concrete Shear Walls-Reference-Cited by-同舟云学术

Biaxial Constitutive Models for Simulation of Low-Aspect-Ratio Reinforced Concrete Shear Walls

Published:2022-02 Issue:2 Volume:148 Page:
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Wang Jia-Ji¹^ORCID,Liu Cheng²^ORCID,Nie Xin³^ORCID,Ding Ran⁴,Zhu Ying-Jie⁵

Affiliation:

1. Postdoctoral Associate, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China; Dept. of Civil and Environmental Engineering, Univ. of Houston, Houston, TX 77054. ORCID: .

2. Associate Researcher, China-Road Transportation Verification & Inspection Hi-Tech Co. Ltd., Beijing 100084, China. ORCID: .

3. Associate Professor, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China (corresponding author). ORCID: .

4. Assistant Professor, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China.

5. Lecturer, School of Civil Engineering, North China Univ. of Technology, Beijing 100144, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0002030

Reference54 articles.

1. Athanasopoulou A. 2010. “Shear strength and drift capacity of reinforced concrete and high-performance fiber reinforced concrete low-rise walls subjected to displacement reversals.” Doctoral dissertation Dept. of Civil Engineering Univ. of Michigan.

2. Bažant, Z. P., and B. H. Oh. 1983. Microplane model for fracture analysis of concrete structures. Evanston, IL: Northwestern Univ.

3. Microplane Model for Brittle‐Plastic Material: I. Theory

4. Microplane Model for Brittle‐Plastic Material: II. Verification

5. Microplane Model for Concrete: II: Data Delocalization and Verification

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