Hysteretic behavior degeneration mechanism and damage evaluation of self-centering bridge pier system-Reference-Cited by-同舟云学术

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Hysteretic behavior degeneration mechanism and damage evaluation of self-centering bridge pier system

Published:2022-11 Issue: Volume:270 Page:114895
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Zhang Pu,Li Suchao,Liu Zhenliang,Zhang Dongyu

Funder

Natural Science Foundation of Shandong Province

Institute of Engineering Mechanics, China Earthquake Administration

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference35 articles.

1. State-of-the-art of posttensioned rocking bridge substructure systems;Piras;J Bridge Eng,2022

2. Pseudodynamic testing and inelastic displacement ratios of self-centering precast concrete segmental bridge columns;Ou;J Struct Eng,2018

3. Quasi-static vyclic testing of a large-scale hybrid sliding-rocking segmental column with slip-dominant joints;Sideris;J Bridge Eng,2014

4. Research on seismic resilience of prestressed precast segmental bridge piers reinforced with high-strength bars through experimental testing and numerical modelling;Tong;Eng Struct,2019

5. Experiments on prefabricated segmental bridge piers with continuous longitudinal reinforcing bars;Shim;Eng Struct,2017

Cited by 6 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. Damage assessment of self‐centering rocking piers using an input energy‐based damage prediction model coupled with self‐centering index;Structural Concrete;2024-09

2. Experimental investigation on lateral resistance capacity enhancement effect of a self-centering shape factor in self-centering pier systems;Engineering Structures;2024-09

3. Bridge crack segmentation and measurement based on SOLOv2 segmentation model;Journal of Measurements in Engineering;2024-05-23

4. Damage mechanism and assessment of precast double-column bridge piers under blast impact;Engineering Failure Analysis;2024-04

5. Seismic behavior of self-centering precast segmental bridge piers with external auxetic steel shear panel dampers;Structures;2023-12

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