Seismic vulnerability assessment of precast post-tensioned segmental bridge piers subject to far-fault ground motions-Reference-Cited by-同舟云学术

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Seismic vulnerability assessment of precast post-tensioned segmental bridge piers subject to far-fault ground motions

Published:2021-12 Issue: Volume:34 Page:2566-2579
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Ahmadi Ehsan,Kashani Mohammad M.

Funder

Engineering and Physical Sciences Research Council

Publisher

Elsevier BV

Subject

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

Reference54 articles.

1. Computational modelling strategies for nonlinear response prediction of corroded circular RC bridge piers;Kashani;Adv Mater Sci Eng,2016

2. Nonlinear dynamic analysis and seismic fragility assessment of a corrosion damaged integral bridge;Ni Choine;Int J Struct Integr,2016

3. Impact of corrosion on low-cycle fatigue degradation of reinforcing bars with the effect of inelastic buckling;Kashani;Int J Fatigue,2015

4. Quantification of seismic performance factors for self-centering controlled rocking special concentrically braced frame;Rahgozar;Struct Des Tall Spec Build,2016

5. Collapse risk of controlled rocking steel braced frames with different post-tensioning and energy dissipation designs;Steele;Earthq Eng Struct Dyn,2017

Cited by 13 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. Structural design of self-centering socket precast post-tensioned segmental (SSPPS) bridge piers reinforced with BFRP tendons and stainless energy dissipation bars;Structures;2024-06

3. Seismic performance of resilient self-centring bridge piers equipped with SMA bars;Proceedings of the Institution of Civil Engineers - Bridge Engineering;2024-05-21

4. Seismic performance of precast multi-segment columns with grouted sleeves: Experimental and numerical investigations;Engineering Structures;2024-02

5. Seismic performance of a novel hemisphere-based rocking hinge realizing self-centering damage-free bridge system;Engineering Structures;2024-01

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