Winkler model for predicting the dynamic response of caisson foundations-Reference-Cited by-同舟云学术

Winkler model for predicting the dynamic response of caisson foundations

Published:2022-07-13 Issue:13 Volume:51 Page:3069-3096
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthq Engng Struct Dyn

Author:

Carbonari Sandro¹^ORCID,Bordón Jacob D. R.²^ORCID,Padrón Luis A.²^ORCID,Morici Michele³^ORCID,Dezi Francesca⁴^ORCID,Aznárez Juan J.²^ORCID,Leoni Graziano³^ORCID,Maeso Orlando²^ORCID

Affiliation:

1. DICEA Università Politecnica delle Marche Ancona Italy

2. ULPGC Universidad de Las Palmas de Gran Canaria Las Palmas de Gran Canaria Spain

3. SAAD University of Camerino Camerino Italy

4. SST, Geology Division University of Camerino Camerino Italy

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.3713

Reference45 articles.

1. Identification of soil–structure interaction effect in base-isolated bridges from earthquake records

2. Inelastic dynamic analysis of RC bridges accounting for spatial variability of ground motion, site effects and soil-structure interaction phenomena. Part 2: Parametric study

3. Footings under seismic loading: Analysis and design issues with emphasis on bridge foundations

4. Seismic soil-structure interaction in multi-span bridges: Application to a railway bridge

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