Rocking Response of Shallow Foundations in Time Domain Using Cone Model Theory
Author:
Affiliation:
1. Faculty of Civil Engineering, Isfahan University of Technology, Isfahan, Iran
2. Smteam Co., Zurich, Switzerland
Publisher
Informa UK Limited
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/13632469.2020.1785584
Reference32 articles.
1. Non-linear dynamic earth dam-foundation interaction using a BE-FE method
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3. A hybrid time frequency domain formulation for non-linear soil-structure interaction
4. Oscillations of a rigid sphere embedded in an infinite elastic solid
5. Seismic analysis of non-linearly base-isolated soil-structure interacting reactor building by way of the hybrid frequency-time-domain procedure
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3. Prediction of Horizontal and Torsional Vibrations of Foundations Resting on Saturated Porous Media Using Cone Model;Indian Geotechnical Journal;2022-09-05
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