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dc.contributor.authorHan, S
dc.contributor.authorTsai, CC
dc.contributor.authorJeng, DS
dc.description.abstractResponse in a porous seabed under dynamic environmental loading is a vital engineering issue in marine geotechnics. Lots of investigations for seabed response under dynamic loading have been developed through mathematical, numerical and experimental approaches. Most previous numerical models for seabed response in marine environments were based on finite element models. In this paper, based on local radial basis function collection method (LRBFCM), a meshfree model is proposed for the seabed response in the marine environments. In the present model, partial dynamic approximation (u- p approximation) will be used, and three different types of natural loading will be considered, i.e., wave, current and earthquake loading.
dc.publisherInternational Society of Offshore and Polar Engineers (ISOPE)
dc.relation.ispartofconferencenameThirteenth ISOPE Pacific/Asia Offshore Mechanics Symposium
dc.relation.ispartofconferencetitleProceedings of the Thirteenth (2018) Pacific-Asia Offshore Mechanics Symposium
dc.relation.ispartoflocationJeju, Korea
dc.subject.fieldofresearchOther engineering not elsewhere classified
dc.titleResponse of a porous seabed under natural dynamic loading using Meshfree method
dc.typeConference output
dc.type.descriptionE1 - Conferences
dc.type.codeE - Conference Publications
gro.hasfulltextNo Full Text
gro.griffith.authorJeng, Dong-Sheng

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    Contains papers delivered by Griffith authors at national and international conferences.

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