Advanced Laboratory and Field Arrays (ALFA) for Marine Energy Checkpoint 4.1.1

Technical Report

Pubblico Deposited

Citeable URL: https://ir.library.oregonstate.edu/concern/technical_reports/np193g208

Descriptions

Attribute Name	Values
Creator	United States. Department of Energy
Abstract	Soil‐structure interaction has been an area of active research since the 19th century and has evolved significantly over the past 150 years (Kausel, 2010). Previous soil‐structure interaction studies have been based on numerical simulations (e.g., Costantino et al. 1976; Jensen et al. 1999; Jensen, Edil et al. 2001; Jensen, Plesha et al. 2001; Dove et al. 2006; Wang, 2006; Wang, Dove, and Gutierrez, 2007a, 2007b; Wang, Gutierrez, and Dove, 2007) and/or physical experiments (e.g., Uesugi and Kishida 1986a, 1986b, 1988; Hu and Pu 2004;). The majority of the previous research has employed either the finite element method (FEM) or the boundary element method for numerical studies of soil‐structure response (e.g., Costantino et al. 1976; Hall and Oliveto 2003; Kuppusamy et al. 1992; Cheng 1989). These methods both consider the soil medium as a continuum, which can have certain drawbacks, particularly when robust simulation of postpeak softening is required. This is a Department of Energy deliverable for the ALFA grant number DE‐EE0006816.0000 for task 4.1.1.
Resource Type	Technical Report
Date Available	2016-04-06T17:40:57+00:00
Date Issued	2016-04-06
Non-Academic Affiliation	Pacific Marine Energy Center
Dichiarazione dei diritti	Copyright Not Evaluated
Peer Reviewed	No
Language	English [eng]
Replaces	http://hdl.handle.net/1957/58636

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