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 99
... mass M plate : Mass of plate -10 0.5 1 1.5 ( b ) Heave added mass 30 BMH 25 25 : amp = 10 mm : amp = 20 mm = 30 mm : amp = 20 20 15 10 0 0.5 1 B33 B 33 BMH = plate M√9 : Heave damping force 1.5 2 2 T ( sec ) corresponding to 1/100 ...
... mass M plate : Mass of plate -10 0.5 1 1.5 ( b ) Heave added mass 30 BMH 25 25 : amp = 10 mm : amp = 20 mm = 30 mm : amp = 20 20 15 10 0 0.5 1 B33 B 33 BMH = plate M√9 : Heave damping force 1.5 2 2 T ( sec ) corresponding to 1/100 ...
Page 138
... Mass Model This model uses a lumped mass to represent each SBU as shown in Figure 2. As such , loads are applied only at the CG of the individual SBU , which is represented as a point mass . SBU flexibility can be incorporated into this ...
... Mass Model This model uses a lumped mass to represent each SBU as shown in Figure 2. As such , loads are applied only at the CG of the individual SBU , which is represented as a point mass . SBU flexibility can be incorporated into this ...
Page 141
... mass model and the beam model utilize these values to model hydrostatic stiffness . The shell model uses the hydrostatic pressure on the wetted surfaces to model the hydrostatic effect and does not use the HIPAN generated hydrostatic ...
... mass model and the beam model utilize these values to model hydrostatic stiffness . The shell model uses the hydrostatic pressure on the wetted surfaces to model the hydrostatic effect and does not use the HIPAN generated hydrostatic ...
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