Identification of Nonlinear Soil Properties from Downhole Array Data Using a Bayesian Model Updating Approach

An accurate seismic response simulation of civil structures requires accounting for the nonlinear soil response behavior. This, in turn, requires understanding the nonlinear material behavior of in situ soils under earthquake excitations. System identification methods applied to data recorded during...

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Bibliographic Details
Published in:	Sensors (Basel, Switzerland) Vol. 22; no. 24; p. 9848
Main Authors:	Ghahari, Farid, Abazarsa, Fariba, Ebrahimian, Hamed, Zhang, Wenyang, Arduino, Pedro, Taciroglu, Ertugrul
Format:	Journal Article
Language:	English
Published:	Switzerland MDPI AG 14.12.2022 MDPI
Subjects:	Analysis Bayesian estimation California Case studies earthquake data Earthquakes geotechnical arrays Identification inverse problem Methods nonlinear soil properties Parameter estimation Seismology Sensors Simulation United States United States California inverse problem earthquake data Bayesian estimation nonlinear soil properties geotechnical arrays
ISSN:	1424-8220, 1424-8220
Online Access:	Get full text
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