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dc.contributor.authorEicher, Jackieen_US
dc.contributor.authorGuan, Hongen_US
dc.contributor.authorJeng, Dong-Shengen_US
dc.contributor.editorPriyan Mendisen_US
dc.date.accessioned2017-05-03T13:10:05Z
dc.date.available2017-05-03T13:10:05Z
dc.date.issued2002en_US
dc.date.modified2009-03-20T05:30:16Z
dc.identifier.issn1443-9255en_US
dc.identifier.urihttp://hdl.handle.net/10072/6639
dc.description.abstractOffshore piles are commonly used as foundation elements of various offshore structures, especially large structures such as Tension Leg Platforms (TLP). The stress distribution within such a large structure is a dominant factor in the design procedure of an offshore pile. To provide a more accurate and effective design, a finite element model is employed herein to determine the stresses and displacements in a concrete pile under combined structural and wave loadings. The vertical structural load is essentially a static load, while the lateral wave loading fluctuates in time domain and is directly affected by the incident wave angle. The parametric study will consist of varying certain parameters of the pile to study the effects of the stress distribution under various combinations of structural and wave loadings.en_US
dc.description.peerreviewedYesen_US
dc.description.publicationstatusYesen_AU
dc.languageEnglishen_US
dc.language.isoen_AU
dc.publisherEJSE Internationalen_US
dc.publisher.placeUniv of Melbourneen_US
dc.publisher.urihttp://www.ejse.org/en_AU
dc.relation.ispartofpagefrom32en_US
dc.relation.ispartofpageto43en_US
dc.relation.ispartofedition1en_US
dc.relation.ispartofissue2en_US
dc.relation.ispartofjournalElectronic Journal of Structural Engineeringen_US
dc.relation.ispartofvolume1en_US
dc.subject.fieldofresearchcode290801en_US
dc.titleA Parametric study of an offshore concrete pile under combined loading conditions using finite element methoden_US
dc.typeJournal articleen_US
dc.type.descriptionC1 - Peer Reviewed (HERDC)en_US
dc.type.codeC - Journal Articlesen_US
gro.facultyGriffith Sciences, Griffith School of Engineeringen_US
gro.date.issued2002
gro.hasfulltextNo Full Text


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