Viscoelastic Soil–Structure Interaction Procedure for Building on Footing Foundations Considering Consolidation Settlements
Author:
Affiliation:
1. Programa de Pós-Graduação em Engenharia de Estruturas, Departamento de Engenharia de Estruturas, Universidade Federal de Minas Gerais, Belo Horizonte 31270-901, Brazil
2. Escola Politécnica, Universidade de São Paulo, São Paulo 05508-220, Brazil
Abstract
Funder
Fundação de Amparo à Pesquisa do Estado de Minas Gerais
Conselho Nacional de Desenvolvimento Científico e Tecnológico
Publisher
MDPI AG
Subject
Building and Construction,Civil and Structural Engineering,Architecture
Link
https://www.mdpi.com/2075-5309/13/3/813/pdf
Reference56 articles.
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3. The displacement field due to a point load at the interface of a two layer elastic half-space;Davies;Géotechnique,1978
4. Some recent applications of numerical methods to geotechnical analysis;Booker;Comput. Struct.,1989
5. Spatial distribution of Winkler spring stiffness for rectangular mat foundation analysis;Loukidis;Eng. Struct.,2017
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