Experimental Investigations on the Lateral Cyclic Response of Post-Tensioned Rocking Steel Bridge Piers-Reference-Cited by-同舟云学术

Experimental Investigations on the Lateral Cyclic Response of Post-Tensioned Rocking Steel Bridge Piers

Published:2021-12 Issue:12 Volume:147 Page:04021211
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Rahmzadeh Ahmad¹,Alam M. Shahria²^ORCID,Tremblay Robert³

Affiliation:

1. Ph.D. Student, School of Engineering, Univ. of British Columbia, Kelowna, BC, Canada V1V 1V7.

2. Professor and Tier-1 Principal’s Research Chair in Resilient & Green Infrastructure, School of Engineering, Univ. of British Columbia, Kelowna, BC, Canada V1V 1V7 (corresponding author). ORCID: .

3. Professor, Dept. of Civil, Geological, and Mining Engineering, Ecole Polytechnique de Montreal, Montreal, QC, Canada H3C 3A7.

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.0003197

Reference35 articles.

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2. Behavior of Post-Tensioning Strand Systems Subjected to Inelastic Cyclic Loading

3. Performance of steel bridges during the 1995 Hyogo-ken Nanbu (Kobe, Japan) earthquake

4. Design and construction of the major bridges on the Mangaweka rail deviation;Cormack L. G.;Trans. Inst. Prof. Eng. N. Z.,1988

5. CSI (Computers and Structures, Inc.). 2018. Sap2000 ultimate—Structural analysis program. Berkeley, CA: CSI.

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