Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 142
... element nodes of the model . The wetted surfaces associated with the beam user - elements are defined by a Beam Element Surface Definition file prior to the execution of MOB - HyLoads . This information is used by MOB - HyLoads to ...
... element nodes of the model . The wetted surfaces associated with the beam user - elements are defined by a Beam Element Surface Definition file prior to the execution of MOB - HyLoads . This information is used by MOB - HyLoads to ...
Page 163
... Element Model 1,105 lb / in 517 lb / in 1,021 lb / in 77,224 lb - in / in The structural frame of the module is represented by a shell finite element model , shown in Fig . 4. The model consists of 7,160 shell elements , and involves ...
... Element Model 1,105 lb / in 517 lb / in 1,021 lb / in 77,224 lb - in / in The structural frame of the module is represented by a shell finite element model , shown in Fig . 4. The model consists of 7,160 shell elements , and involves ...
Page 177
... element is skewed relative to the global coordinate system , the element quantities are transformed to the global system via a simple orthogonal coordinate transformation . أول dg d64 d12 d10 dil 1d7 ids 15 2 d2 d4 d3 di Figure 1. Nodal ...
... element is skewed relative to the global coordinate system , the element quantities are transformed to the global system via a simple orthogonal coordinate transformation . أول dg d64 d12 d10 dil 1d7 ids 15 2 d2 d4 d3 di Figure 1. Nodal ...
Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
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20th International Conference ABAQUS air chamber amplitude analysis angle Arctic Engineering beam bending breakwater bridge calculated CO₂ coefficient Conference on Offshore connector construction damping deformation developed diffraction distribution drift force dynamic ecosystem model effect elastic response environmental equation experimental FBSP Feb May Aug fence Figure floating breakwater flow freak waves frequency function girder guide vane hindcast HIPAN horizontal hydrodynamic hydroelastic response incident wave Japan Large Floating Structures layer linear load maneuvers measured Mechanics and Arctic Mega-Float method Mobile Offshore Base model tests modules moon-pool mooring forces mooring system motion mussels non-linear ocean Offshore Mechanics PETROBRAS phytoplankton predicted RADARSAT-1 reef regular waves rigid Rio de Janeiro ship shoreline shown shows significant wave height simulation submerged plate suction Tokyo Bay turbine Uchiumi velocity vertical displacements VLFS water depth wave energy absorbing wave period wave power wind