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 113
... modules and reaching up to 1,500 meters in length ( Remmers et al . , 1999 ) . In most concepts , the structure is made of several modules , which have to be kept tightly aligned under large environmental loads . The alignment is ...
... modules and reaching up to 1,500 meters in length ( Remmers et al . , 1999 ) . In most concepts , the structure is made of several modules , which have to be kept tightly aligned under large environmental loads . The alignment is ...
Page 163
... modules plus one term that represents ' pure ' deformation of the module . For example , mode 7 can be represented by V7 = YRPR7 + Yε ( 3 ) in which y , is an Nx1 vector of nodal displacements for mode 7. R is an N x 6 ( single module ) ...
... modules plus one term that represents ' pure ' deformation of the module . For example , mode 7 can be represented by V7 = YRPR7 + Yε ( 3 ) in which y , is an Nx1 vector of nodal displacements for mode 7. R is an N x 6 ( single module ) ...
Page 166
... modules . Rigid body and flexible body analyses were carried out for each case . The single module results showed that the flexibility of the module did not significantly affect the motions , whereas the MOB results were significantly ...
... modules . Rigid body and flexible body analyses were carried out for each case . The single module results showed that the flexibility of the module did not significantly affect the motions , whereas the MOB results were significantly ...
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 irregular waves 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 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