Evaluating the Seismic Behavior of Segmental Unbounded Posttensioned Concrete Bridge Piers Using Factorial Analysis-Reference-Cited by-同舟云学术

Evaluating the Seismic Behavior of Segmental Unbounded Posttensioned Concrete Bridge Piers Using Factorial Analysis

Published:2016-04 Issue:4 Volume:21 Page:04015073
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zhang Qi¹,Alam M. Shahria²

Affiliation:

1. M.A.Sc. Candidate, School of Engineering, Univ. of British Columbia, 1137 Alumni Ave., EME 3211, Kelowna, BC V1V 1V7, Canada.

2. Associate Professor, School of Engineering, Univ. of British Columbia, 1137 Alumni Ave., EME 4225, Kelowna, BC V1V 1V7, Canada (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000851

Reference29 articles.

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4. Cohagen L. S. Pang J. B. K. Stanton J. F. and Eberhard. M. O. (2008). “A precast concrete bridge bent designed to re-center after an earthquake.” Rep. WA-RD 684.3/ TNW 2008-09 TransNow Seattle WA.

5. Performance-based seismic design of unbonded precast post-tensioned concrete filled GFRP tube piers

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