Hysteretic Modeling of Unbonded Posttensioned Precast Segmental Bridge Columns with Circular Section Based on Cyclic Loading Test-Reference-Cited by-同舟云学术

Hysteretic Modeling of Unbonded Posttensioned Precast Segmental Bridge Columns with Circular Section Based on Cyclic Loading Test

Published:2016-06 Issue:6 Volume:21 Page:04016016
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,Lee George C.⁴

Affiliation:

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

2. 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, Univ. at Buffalo, State Univ. of New York, Buffalo, NY 14260.

4. Professor Emeritus, Dept. of Civil, Structural and Environmental Engineering, Univ. at Buffalo, State Univ. of New York, 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.1943-5592.0000902

Reference26 articles.

1. Abaqus [Computer software]. SIMULIA Providence RI.

2. Anagnostopoulou M. Filiatrault A. and Aref A. (2011). “Seismic design and analysis of a precast segmental concrete bridge model.” Technical Rep. MCEER-11-0002 Univ. at Buffalo State Univ. of New York.

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

4. Influences of steel and carbon fiber reinforcement bars on seismic performance of precast segmental bridge columns;Bu Z. Y.;J. Ningbo Univ. (NSEE),2012

Cited by 26 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental study on seismic performance of post-tensioned precast segmental piers designed with multiple joint openings;Engineering Structures;2024-11

2. Conceptual shaking table tests for resilient segmental bridge columns with resettable sliding joints;Engineering Structures;2024-10

3. Shaking table tests of seismic-resilient post-tensioned reinforced concrete bridge piers with enhanced bases;Engineering Structures;2024-04

4. Seismic performance of centrifugally prefabricated square hollow columns: Experimental and numerical study;Structures;2023-12

5. Experimental and theoretical investigations of post-tensioned precast reinforced concrete bridge pier with external replaceable energy dissipaters;Engineering Structures;2023-11