Modes, Mechanisms, and Likelihood of Seismic Shear Failure in Rectangular Reinforced Concrete Columns-Reference-Cited by-同舟云学术

Modes, Mechanisms, and Likelihood of Seismic Shear Failure in Rectangular Reinforced Concrete Columns

Published:2019-10 Issue:10 Volume:145 Page:04019096
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Hua Jingjing¹^ORCID,Eberhard Marc O.²^ORCID,Lowes Laura N.³,Gu Xianglin⁴

Affiliation:

1. Ph.D. Candidate, Key Laboratory of Performance Evolution and Control for Engineering Structures, Ministry of Education, Tongji Univ., Shanghai 200092, PR China; Dept. of Structural Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, PR China; Visiting Student, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195-2700. ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195-2700. ORCID: .

3. Chair and Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195-2700.

4. Professor, Key Laboratory of Performance Evolution and Control for Engineering Structures, Ministry of Education, Tongji Univ., Shanghai 200092, PR China; Professor, Dept. of Structural Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, PR China (corresponding author).

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.0002365

Reference87 articles.

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2. Rehabilitation of shear critical concrete columns by use of rectangular steel jackets;Aboutaha R. S.;ACI Struct. J.,1999

3. Deformation of reinforced concrete column with high or fluctuating axial force;Amitsu S.;Trans. Jpn. Concr. Inst.,1991

4. Shear resisting behavior of short reinforced concrete columns under biaxial bending-shear;Arakawa T.;Trans. Jpn. Concr. Inst.,1989

5. Confinement Reinforcement Design Considerations for Ductile HSC Columns

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