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dc.contributor.authorKaynia, Amir M.
dc.date.accessioned2018-11-22T09:13:39Z
dc.date.available2018-11-22T09:13:39Z
dc.date.created2018-05-15T13:16:21Z
dc.date.issued2018
dc.identifier.isbn978-3-319-75741-4
dc.identifier.urihttp://hdl.handle.net/11250/2574253
dc.description.abstractThis paper presents a number of geotechnical issues encountered in earthquake design of offshore structures and subsea facilities. Parallel with construction of traditional structures such as jackets and gravity-based structures, a considerable effort has recently been put to field developments in deep water. This has brought about other challenges that are largely dependent on geotechnical knowledge. This paper addresses some of the more recent approaches and solutions in geotechnical earthquake design of both shallow water and deep-water structures and facilities such as platforms with large bases, pipelines traversing slopes and seabed installations. It is demonstrated how incorporation of radiation damping and nonlinear soil-structure interaction in offshore installations could optimize the design. Considering the importance of earthquake stability of slopes in deep water development, special attention is given to highlighting several key issues in the earthquake response of submarine slopes including strain softening and three-dimensional shaking.
dc.language.isoeng
dc.relation.ispartofRecent Advances in Earthquake Engineering in Europe. 16th European Conference on Earthquake Engineering-Thessaloniki 2018
dc.titleEarthquake Geotechnics in Offshore Engineering
dc.typeChapter
dc.description.versionacceptedVersion
dc.source.pagenumber263-288
dc.identifier.cristin1585141
dc.relation.projectNorges forskningsråd: 243984
cristin.unitcode7452,4,2,0
cristin.unitnameComputational Geomechanics (CGM)
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1


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