Shaking table tests of seismic-resilient post-tensioned reinforced concrete bridge piers with enhanced bases-Reference-Cited by-同舟云学术

Shaking table tests of seismic-resilient post-tensioned reinforced concrete bridge piers with enhanced bases

Published:2024-04 Issue: Volume:305 Page:117690
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Shen Yu,Freddi Fabio,Li Yongxing,Li Jianzhong

Funder

National Natural Science Foundation of China

China Scholarship Council

Publisher

Elsevier BV

Reference59 articles.

1. Parametric experimental investigation of unbonded post-tensioned reinforced concrete bridge piers under cyclic loading;Shen;Earthq Eng Struct Dyn,2022

2. Shaking table tests and numerical investigation of self-centering reinforced concrete bridge columns. PEER Report 2008/06. Berkeley, USA: Pacific Earthquake Engineering Research Center;Jeong,2008

3. Seismic performance of self-centering precast segmental bridge columns under different lateral loading directions;Jia;Eng Struct,2020

4. Design, modeling, and experimental response of seismic resistant bridge piers with posttensioned dissipating connections;Palermo;J Struct Eng,2007

5. Quasi-static and pseudo-dynamic testing of unbonded post-tensioned rocking bridge piers with external replaceable dissipaters;Marriott;Earthq Eng Struct Dyn,2009

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