Collapse Performance of Limited Ductile High-Strength RC Columns under Unidirectional Cyclic Actions-Reference-Cited by-同舟云学术

Collapse Performance of Limited Ductile High-Strength RC Columns under Unidirectional Cyclic Actions

Published:2020-10 Issue:10 Volume:146 Page:04020201
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Raza Saim¹^ORCID,Menegon Scott J.²^ORCID,Tsang Hing-Ho³^ORCID,Wilson John L.⁴

Affiliation:

1. Dept. of Civil and Construction Engineering, Swinburne Univ. of Technology, Melbourne, VIC 3122, Australia. ORCID: .

2. Research Fellow, Dept. of Civil and Construction Engineering, Swinburne Univ. of Technology, Melbourne, VIC 3122, Australia. ORCID: .

3. Associate Professor, Dept. of Civil and Construction Engineering, Swinburne Univ. of Technology, Melbourne, VIC 3122, Australia (corresponding author). ORCID: .

4. Professor and Deputy Vice-Chancellor, Swinburne Univ. of Technology, Melbourne, VIC 3122, Australia.

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.0002772

Reference45 articles.

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2. Experimental tests of slender reinforced concrete columns under combined axial load and lateral force

3. High-strength concrete columns under simulated earthquake loading;Bayrak O.;ACI Struct. J.,1997

4. Confinement Reinforcement Design Considerations for Ductile HSC Columns

5. Deformation properties and ductility of high-strength concrete;Bjerkeli L.;Spec. Publ.,1990

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