Response analysis of soil deposit considering both frequency and strain amplitude dependencies using nonlinear causal hysteretic damping model
Author(s): |
Naohiro Nakamura
|
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Medium: | journal article |
Language(s): | English |
Published in: | Earthquakes and Structures, February 2013, n. 2, v. 4 |
Page(s): | 181-202 |
DOI: | 10.12989/eas.2013.4.2.181 |
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10340608 - Published on:
06/08/2019 - Last updated on:
06/10/2019