Parametric experimental investigation of unbonded post‐tensioned reinforced concrete bridge piers under cyclic loading-Reference-Cited by-同舟云学术

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Parametric experimental investigation of unbonded post‐tensioned reinforced concrete bridge piers under cyclic loading

Published:2022-09-19 Issue:15 Volume:51 Page:3479-3504
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthq Engng Struct Dyn

Author:

Shen Yu¹^ORCID,Freddi Fabio²^ORCID,Li Yongxing³,Li Jianzhong¹

Affiliation:

1. State Key Laboratory of Disaster Reduction in Civil Engineering Tongji University Shanghai China

2. Department of Civil Environmental & Geomatic Engineering University College London London UK

3. Civil Engineering (Bridge, Tunnel & Subgrade) Design Research Institute China Railway Design Corp. Tianjin China

Funder

National Natural Science Foundation of China

China Scholarship Council

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3732

Reference55 articles.

1. Numerical investigation of transverse steel damper (TSD) seismic system for suspension bridges considering pounding between girder and towers

2. Innovations in earthquake risk reduction for resilience: Recent advances and challenges

3. Residual Displacement Response Spectrum

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

3. Overturning resistant capacities of rocking frames with supplemental vibration control devices under pulse-type excitations;Engineering Structures;2024-08

4. Numerical Investigation of the Seismic-Induced Rocking Behavior of Unbonded Post-Tensioned Bridge Piers;Buildings;2024-06-17

5. Shaking table investigation of unbonded post-tensioned concrete rocking walls;Structures;2024-05

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