Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1American Society of Mechanical Engineers, 2006 - Arctic regions |
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Page 79
... Mass The added mass matrix is already assembled along the time- domain simulation , according to the procedures involved in the hybrid hydrodynamic model implemented in the Prosim program [ 14 ] for semi - submersible platforms , or ...
... Mass The added mass matrix is already assembled along the time- domain simulation , according to the procedures involved in the hybrid hydrodynamic model implemented in the Prosim program [ 14 ] for semi - submersible platforms , or ...
Page 228
... mass Mass coefficient Water depth Young's modulus Breaking wave force vector Breaking wave force Impact breaking wave force Hydrostatic force Wave forces by the Morrison formula Gravitational acceleration Stiffness matrix Wave length at ...
... mass Mass coefficient Water depth Young's modulus Breaking wave force vector Breaking wave force Impact breaking wave force Hydrostatic force Wave forces by the Morrison formula Gravitational acceleration Stiffness matrix Wave length at ...
Page 505
... mass and Mu is the mass of the unbroken components of the jacket . So , in this way , it was also possible to calculate the percentile loss of mass , using Eq . ( 2 ) . M - M pr Mor ( % ) -x100 = Mi ( 2 ) ( a ) Broken multifilament ...
... mass and Mu is the mass of the unbroken components of the jacket . So , in this way , it was also possible to calculate the percentile loss of mass , using Eq . ( 2 ) . M - M pr Mor ( % ) -x100 = Mi ( 2 ) ( a ) Broken multifilament ...
Contents
OFFSHORE TECHNOLOGY | 1 |
OMAE200692014 | 7 |
OMAE200692055 | 23 |
Copyright | |
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25th International Conference added mass amplitude analysis applied Arctic Engineering June ASME axial behavior bending bending moment boundary caisson calculated catenary coefficients collision computed Conference on Offshore configuration considered Copyright 2006 curve cylinder damping deck diameter displacement dynamic effects Engineering June 4-9 equation experimental fatigue damage floating force frequency domain function heave hull hydrodynamic impact interaction jacket linear LNG carrier matrix maximum measured Mechanics and Arctic method mode mode shapes model tests mooring lines motion natural frequency nodes nonlinear numerical obtained Ocean Offshore Mechanics oscillation parameters pile pipe plate platform predicted presented ratio response riser S-N curve sensor shear ship shown in Figure simulation soil spar spar platform static stiffness strakes stress surface Table tank Technology tendon transverse values velocity vertical vessel vibration vortex induced vibrations water depth wave height weld wind farm wind turbine