Influence of Axial Load Ratio on the Seismic Behavior of Steel Fiber–Reinforced Concrete Composite Shear Walls-Reference-Cited by-同舟云学术

Influence of Axial Load Ratio on the Seismic Behavior of Steel Fiber–Reinforced Concrete Composite Shear Walls

Published:2020-01 Issue:1 Volume:146 Page:04019171
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Zhang Hongmei¹^ORCID,Zhang Ying²,Lu Xilin³,Duan Yuanfeng⁴,Zhang Hanshu⁵

Affiliation:

1. Associate Professor, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China; Associate Professor, State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China. ORCID: .

2. Lecturer, School of Civil Engineering, Shandong Jianzhu Univ., Jinan 250101, China.

3. Professor, State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).

4. Professor, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China.

5. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Rice Univ., Houston, TX 77005.

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.0002444

Reference26 articles.

1. Compression failure of thin concrete walls during 2010 Chile earthquake: lessons for Canadian design practice

2. Stress-Strain Behavior of Steel Fiber-Reinforced Concrete in Compression

3. Experimental investigation of existing non-conforming RC shear walls

4. Quasi-static cyclic tests and plastic hinge analysis of RC structural walls

5. Nonlinear cyclic behaviour of Hybrid Fibre Concrete structural walls

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