Cyclic Loading Test of Unbonded and Bonded Posttensioned Precast Segmental Bridge Columns with Circular Section-Reference-Cited by-同舟云学术

Cyclic Loading Test of Unbonded and Bonded Posttensioned Precast Segmental Bridge Columns with Circular Section

Published:2016-02 Issue:2 Volume:21 Page:04015043
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Bu Zhan-Yu¹,Ou Yu-Chen²,Song Jian-Wei³,Zhang Na-Si⁴,Lee George C.⁵

Affiliation:

1. Associate Professor, Faculty of Architectural, Civil Engineering and Environment, Ningbo Univ., Ningbo 315211, China (corresponding author).

2. Associate Professor, Dept. of Civil and Construction Engineering, National Taiwan Univ. of Science and Technology, Taipei 106, Taiwan, China.

3. Senior Research Scientist, Dept. of Civil, Structural and Environmental Engineering, State Univ. of New York at Buffalo, Buffalo, NY 14260.

4. Former Graduate Research Assistant, Dept. of Civil, Structural and Environmental Engineering, State Univ. of New York at Buffalo, Buffalo, NY 14260.

5. Professor, Dept. of Civil, Structural and Environmental Engineering, State Univ. of New York at Buffalo, Buffalo, NY 14260.

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.1943-5592.0000807

Reference39 articles.

1. A Precast Segmental Substructure System for Standard Bridges

2. Cyclic Response of Unbonded Posttensioned Precast Columns with Ductile Fiber-Reinforced Concrete

3. Simplified Analytical Pushover Method for Precast Segmental Concrete Bridge Columns

4. Cyclic tests of post-tensioned precast CFT segmental bridge columns with unbonded strands

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