An adaptive finite‐unit method for simulating frequency‐dependent responses of shallow foundations in layered soil under vertical dynamic loads-Reference-Cited by-同舟云学术

An adaptive finite‐unit method for simulating frequency‐dependent responses of shallow foundations in layered soil under vertical dynamic loads

Published:2021-10-19 Issue:18 Volume:45 Page:2756-2779
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:International Journal for Numerical and Analytical Methods in Geomechanics

Author:

Shi Jun‐Yang¹^ORCID,Chen Shi‐Shuenn¹²,Kao Chi‐Jou²,Chen Kuan‐Yu²

Affiliation:

1. Taiwan Building Technology Center National Taiwan University of Science and Technology Taipei Taiwan

2. Department of Civil and Construction Engineering National Taiwan University of Science and Technology Taipei Taiwan

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/nag.3285

Reference31 articles.

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

3. Impedances of rigid cylindrical foundations embedded in transversely isotropic soils

4. Simple superposition approach for dynamic analysis of piled embedded footings

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