Peak Shear Strength of Flanged Reinforced Concrete Squat Walls-Reference-Cited by-同舟云学术

Peak Shear Strength of Flanged Reinforced Concrete Squat Walls

Published:2020-04 Issue:4 Volume:146 Page:04020037
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ma Jiaxing¹^ORCID,Ning Chao-Lie²,Li Bing³

Affiliation:

1. Assistant Professor, School of Civil Engineering and Architecture, Ningbo Institute of Technology, Zhejiang Univ., Ningbo 315200, China (corresponding author). ORCID: .

2. Assistant Professor, Shanghai Institute of Disaster Prevention and Relief, Tongji Univ., Siping Rd., Shanghai 200092, China.

3. Associate Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., 50 Nanyang Ave., Singapore 639798.

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.0002575

Reference33 articles.

1. Shear deformations of slender reinforced concrete walls under seismic loading;Beyer K.;ACI Struct. J.,2011

2. Shear strength of reinforced concrete walls for seismic design of low-rise housing;Carrillo J.;ACI Struct. J.,2013

3. Dabbagh H. 2005. “Strength and ductility of high-strength concrete shear walls under reversed cyclic loading.” Ph.D. thesis School of Civil and Environmental Engineering Univ. of New South Wales.

4. Strength and deformation of high-strength concrete shearwalls;Farvashany F. E.;ACI Struct. J.,2008

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