Dynamic response of an embedded flexible foundation of general shape in a transversely isotropic and multilayered half-space-Reference-Cited by-同舟云学术

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Dynamic response of an embedded flexible foundation of general shape in a transversely isotropic and multilayered half-space

Published:2020-12 Issue: Volume:139 Page:106354
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Han Zejun,Pan Ernian,Zhang Zhiqing

Funder

National Natural Science Foundation of China

Henan Provincial Natural Science Foundation

Publisher

Elsevier BV

Subject

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

Reference44 articles.

1. Dynamic soil-structure interaction;Wolf,1985

2. Linear soil-structure interaction: a review;Luco,1982

3. Analysis of machine foundation vibrations: state of the art;Gazetas;Soil Dynam Earthq Eng,1983

4. Finite-element modelling of unbounded media;Wolf,1996

5. Green's functions for geophysics: a review;Pan;Rep Prog Phys,2019

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2. Improved modeling of anisotropic effects on seismic waves in layered transversely isotropic half-spaces: Implications for velocity profile inversion challenges;Journal of Applied Geophysics;2024-05

3. Vertical and rocking motions of a flexible strip foundation placed on a layered transversely isotropic poroelastic half‐space;Earthquake Engineering & Structural Dynamics;2022-10-04

4. Modified Rayleigh-Love rod model for 3D dynamic analysis of large-diameter thin-walled pipe pile embedded in multilayered soils;Computers and Geotechnics;2022-09

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