Effect of dynamic soil-structure interaction modeling assumptions on the calculated seismic response of railway bridges with single-column piers resting on shallow foundations-Reference-Cited by-同舟云学术

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Effect of dynamic soil-structure interaction modeling assumptions on the calculated seismic response of railway bridges with single-column piers resting on shallow foundations

Published:2024-06 Issue: Volume:181 Page:108624
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

İmamoğlu Çağrı^ORCID,Dicleli Murat^ORCID

Publisher

Elsevier BV

Reference41 articles.

1. Early history of soil–structure interaction;Kausel;Soil Dynam Earthq Eng,2010

2. The near-field method: a modified equivalent linear method for dynamic soil–structure interaction analysis. part I: theory and methodology;Behnamfar;Bull Earthq Eng,2016

3. Nonlinear soil-abutment-bridge structure interaction for seismic performance-based design;Shamsabadi;J Geotech Geoenviron Eng ASCE,2007

4. Effect of dynamic soil–bridge interaction modeling assumptions on the calculated seismic response of integral bridges;Erhan;Soil Dynam Earthq Eng,2014

5. Effects of soil–structure interaction on longitudinal seismic response of MSSS bridges;Saadeghvaziri;Soil Dynam Earthq Eng,2000

Cited by 1 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. A Parametric Study of the Dynamic Soil–Structure Interaction for Shear Vulnerable Structures with Nonlinear Finite Element Modelling;Geotechnics;2024-07-04

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