Lateral Behavior of Precast Segmental UHPC Bridge Columns Based on the Equivalent Plastic-Hinge Model-Reference-Cited by-同舟云学术

Lateral Behavior of Precast Segmental UHPC Bridge Columns Based on the Equivalent Plastic-Hinge Model

Published:2019-03 Issue:3 Volume:24 Page:04018124
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Wang Zhen¹,Wang Jingquan²,Tang Yuchuan³,Gao Yufeng⁴,Zhang Jian⁵

Affiliation:

1. Ph.D. Candidate, Key Laboratory of Concrete and Prestressed Concrete Structure of China Ministry of Education, Southeast Univ., Nanjing 218911, China.

2. Professor, Key Laboratory of Concrete and Prestressed Concrete Structure of China Ministry of Education, Southeast Univ., Nanjing 218911, China (corresponding author).

3. Associate Professor, Key Laboratory of Concrete and Prestressed Concrete Structure of China Ministry of Education, Southeast Univ., Nanjing 218911, China.

4. Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China.

5. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA 90095.

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.1943-5592.0001332

Reference48 articles.

1. UHPC: A game-changing material for PCI bridge producers;Binard J. P.;PCI J.,2017

2. Cyclic performance and simplified pushover analyses of precast segmental concrete bridge columns with circular section

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