A 2.5D coupled FEM-BEM-MFS methodology for longitudinally invariant soil-structure interaction problems-Reference-Cited by-同舟云学术

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A 2.5D coupled FEM-BEM-MFS methodology for longitudinally invariant soil-structure interaction problems

Published:2021-04 Issue: Volume:132 Page:104009
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Liravi Hassan,Arcos Robert,Ghangale Dhananjay,Noori Behshad,Romeu Jordi

Funder

Fundação para a Ciência e a Tecnologia

Ministerio de Ciencia e Innovación

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference32 articles.

1. On the choice of source points in the method of fundamental solutions;Alves;Eng. Anal. Boundary Elem.,2009

2. 2.5D MFS-FEM model for the prediction of vibrations due to underground railway traffic;Amado-Mendes;Eng. Struct.,2015

3. Dynamic soil-structure interaction: A three-dimensional numerical approach and its application to the Lotung case study;Amorosi;Comput. Geotech.,2017

4. On choosing the location of the sources in the MFS;Chen;Numer. Algorithms,2016

5. Dynamics of structures coupled with elastic media - A review of numerical models and methods;Clouteau;J. Sound Vib.,2013

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1. Thin layer method for three-dimensional dynamic response of layered foundation with irregular interfaces;ROCK SOIL MECH;2023

2. Implementation of a coupled FEM-SBFEM for soil-structure interaction analysis of large-scale 3D base-isolated nuclear structures;Computers and Geotechnics;2023-10

3. Enhanced mixed boundary for modeling infinite domain in 2.5D soil vibration analysis;Soil Dynamics and Earthquake Engineering;2023-09

4. Modified 2.5D singular boundary methods to deal with spurious eigensolutions in exterior acoustic problems;Journal of Sound and Vibration;2023-04

5. Ground vibrations induced by the passage of double-line trains in underground tunnels;Soil Dynamics and Earthquake Engineering;2023-02

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