Experimental study on the plastic hinge region of precast segmental bridge piers strengthened by CFRP-Reference-Cited by-同舟云学术

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Experimental study on the plastic hinge region of precast segmental bridge piers strengthened by CFRP

Published:2023-09 Issue: Volume:55 Page:1853-1860
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Zhao Jianfeng,Cui Qifan,Li Xi,Xue Zhenxing,Wang Yutian

Funder

National Natural Science Foundation of China

Natural Science Foundation of Shandong Province

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference38 articles.

1. Probabilistic seismic vulnerability and loss assessment of a seismic resistance bridge system with post-tensioning precast segmental ultra-high performance concrete bridge columns;Li;Eng Struct,2020

2. Experimental and numerical investigations on cyclic behaviors of precast segmental bridge piers with the hybrid of high-strength bars and unbonded prestressing tendons;Tong;Adv Struct Eng,2020

3. Comparison study on hysteretic energy dissipation and displacement components between cast-in-place and precast piers with high-strength bars;Zhuo;Struct Concr,2018

4. Cyclic performance and simplified pushover analyses of precast segmental concrete bridge columns with circular section;Bu;Earthq Eng Eng Vib,2016

5. Low-damage precast columns for accelerated bridge construction in high seismic zones;Tazarv;J Bridge Eng,2016

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