Transient analysis of three‐dimensional dynamic interaction between multilayered soil and rigid foundation-Reference-Cited by-同舟云学术

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Transient analysis of three‐dimensional dynamic interaction between multilayered soil and rigid foundation

Published:2020-07-27 Issue:19 Volume:121 Page:4406-4434
ISSN:0029-5981
Container-title:International Journal for Numerical Methods in Engineering
language:en
Short-container-title:Int J Numer Methods Eng

Author:

Han Zejun¹,Yang Linqing²,Fang Hongyuan³^ORCID,Zhang Jin¹

Affiliation:

1. School of Civil Engineering and Transportation South China University of Technology Guangzhou China

2. School of Civil Engineering Sun Yat‐sen University Guangzhou China

3. College of Water Conservancy & Environmental Engineering Zhengzhou University. Zhengzhou China

Funder

National Natural Science Foundation of China

Fundamental Research Funds for the Central Universities

Publisher

Wiley

Subject

Applied Mathematics,General Engineering,Numerical Analysis

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/nme.6439

Reference51 articles.

1. Analysis of machine foundation vibrations: State of the art

2. Numerical solution of problems on unbounded domains. A review

3. Early history of soil–structure interaction

4. Dynamic analysis of footings on layered media;Kausel E;J Eng Mech,1975

5. 3-D dynamic foundation-soil-foundation interaction on layered soil

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