Seismic performance of bridge piers: caisson vs pile foundations-Reference-Cited by-同舟云学术

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Seismic performance of bridge piers: caisson vs pile foundations

Published:2020-03 Issue: Volume:130 Page:105985
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Conti Riccardo,Di Laora Raffaele,Licata Valeria,Iovino Maria,de Sanctis Luca

Funder

Department of Civil Protection through the ReLUIS (University Network of Seismic Engineering Laboratories) Consortium

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference36 articles.

1. Winkler model for lateral response of rigid caisson foundations in linear soil;Gerolymos;Soil Dyn Earthq Eng,2006

2. Combined loading of caisson foundations in cohesive soil: finite element versus Winkler modeling;Karapiperis;Comput Geotech,2014

3. Soil–pile–bridge seismic interaction: kinematic and inertial effects. Part I: soft soil;Mylonakis;Earthq Eng Struct Dyn,1997

4. Footings under seismic loading: analysis and design issues with emphasis on bridge foundations;Mylonakis;Soil Dyn Earthq Eng,2006

5. Dynamic behaviour of building‐foundation systems;Veletsos;Earthq Eng Struct Dyn,1974

Cited by 14 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. Equivalent fundamental period of bridge piers on caisson foundations from dynamic centrifuge testing;Soil Dynamics and Earthquake Engineering;2024-02

2. Numerical push-over analysis of a bridge piled foundation: geotechnical and structural verification;ITAL GEOTECH J;2023

3. Frequency-independent dynamic stiffness and damping of laterally loaded single piles;Soil Dynamics and Earthquake Engineering;2022-11

4. Experimental investigation of the seismic performance of caisson foundations supporting bridge piers;Géotechnique;2022-08-24

5. Kinematic Soil–Pile Interaction under Earthquake-Induced Nonlinear Soil and Pile Behavior: An Equivalent-Linear Approach;Journal of Geotechnical and Geoenvironmental Engineering;2022-07

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