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dc.contributor.advisorSævik, Sveinnb_NO
dc.contributor.authorLu, Xinnb_NO
dc.date.accessioned2014-12-19T12:09:19Z
dc.date.available2014-12-19T12:09:19Z
dc.date.created2013-09-09nb_NO
dc.date.issued2013nb_NO
dc.identifier646788nb_NO
dc.identifierntnudaim:9509nb_NO
dc.identifier.urihttp://hdl.handle.net/11250/238472
dc.description.abstractThis paper is referring to performing dynamic analysis for an installation scenario with the bi-linear assumption for the bending moment stiffness, which is the governing component stiffness for the curvature at the touching down point. The dynamic analysis model is set up with SIMLA and both regular and irregular wave loads are applied. The case with linear assumption is also performed to make a comparison with the bi-linear case.A 3-dimensional pipe element with axial stiffness, torsional stiffness and bending stiffness required is applied in SIMLA. For the missing stiffness information, a BFLEX flexible pipeline cross section model is also set up. Both intact case and damaged case are performed and comments are given.Relevant literature studies are also made. Theories are also discussed for the modelling.nb_NO
dc.languageengnb_NO
dc.publisherInstitutt for marin teknikknb_NO
dc.titleDynamic Response of Flexible Pipes During Installationnb_NO
dc.typeMaster thesisnb_NO
dc.source.pagenumber99nb_NO
dc.contributor.departmentNorges teknisk-naturvitenskapelige universitet, Fakultet for ingeniørvitenskap og teknologi, Institutt for marin teknikknb_NO


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