Influence of hydrodynamic pressure on fragility of high-pier continuous rigid frame bridge subjected to ground motion-Reference-Cited by-同舟云学术

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Influence of hydrodynamic pressure on fragility of high-pier continuous rigid frame bridge subjected to ground motion

Published:2022-11 Issue: Volume:264 Page:112516
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Cui Shengai,Guo Chen,Zeng Guang,Xu Lilin,Ju Jiann-wen Woody,Jia Hongyu

Funder

Sichuan Province Science and Technology Support Program

National Natural Science Foundation of China

Science and Technology Department of Sichuan Province

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference28 articles.

1. Seismic Design Criteria;Aashto,2010

2. Reliability of bridges under tsunami hazards: emphasis on the 2011 Tohoku-oki earthquake;Akiyama;Earthq. Spectra,2013

3. Probabilistic seismic demand analysis of controlled steel moment resisting frame structures;Barroso;Earthq. Eng. Struct. Dynam.,2002

4. Assessment of potential-based fluid finite elements for seismic analysis of dam–reservoir systems;Bouaanani;Compos. Struct.,2009

5. Probabilistic basis for 2000 SAC federal emergency management agency steel moment frame guidelines;Cornell;J. Struct. Eng.,2002

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1. Damage analysis of a reinforced concrete rigid-frame bridge under combined strong earthquake and wave action;Ocean Engineering;2024-03

2. Study on the seismic characteristics of piers considering site conditions and hydrodynamic effect;Ocean Engineering;2024-02

3. Effect of Water Immersion on the Seismic Isolation Performance of Castable Polyurethane Bearing;Construction and Building Materials;2024-01

4. Response analyses of a hybrid cable-supported and sea-crossing bridge subjected to pulse-like ground motions and hydrodynamic force;Structures;2023-12

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