dc.contributor.author | Skau, Kristoffer Skjolden | |
dc.date.accessioned | 2018-08-31T12:31:14Z | |
dc.date.available | 2018-08-31T12:31:14Z | |
dc.date.issued | 2017-01-20 | |
dc.identifier.uri | http://hdl.handle.net/11250/2560304 | |
dc.description.abstract | The report presents a macro elements model developed to calculate p-y soil and foundation response during cyclic loading. The concept of parallel coupling of linear elastic perfectly plastic sub-models. One is model formulated as a 1D model while the other is formulated as a 3D model. The 1D model is implemented in 3Dfloat – a hydrodynamic and aeroelastic structural code developed at Institute for Energy Technology (IFE). A routine to generate input data based on load displacement curves have been developed in Matlab. The 1D model is simplistic but robust and works as intended. | nb_NO |
dc.language.iso | eng | nb_NO |
dc.publisher | Norges Geotekniske Institutt | nb_NO |
dc.relation.ispartofseries | NGI Rapport;20150014-04-R | |
dc.rights | Navngivelse-DelPåSammeVilkår 4.0 Internasjonal | * |
dc.rights.uri | http://creativecommons.org/licenses/by-sa/4.0/deed.no | * |
dc.title | Foundation model 1 - 1D an 3D parallel coupled models | nb_NO |
dc.type | Report | nb_NO |
dc.relation.project | Norges forskningsråd: 243984 | |
dc.relation.project | REDWIN | |
dc.relation.project | Norges forskningsråd: 243984 | |
cristin.fulltext | | |