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 119
... pressure losses of current during recirculation . Pressure Losses during the Current Recirculation In Tab . 1 the pressure losses in the basin with and without perforated walls are listed . It is listed in the table that the pressure ...
... pressure losses of current during recirculation . Pressure Losses during the Current Recirculation In Tab . 1 the pressure losses in the basin with and without perforated walls are listed . It is listed in the table that the pressure ...
Page 231
... pressure amplitude [ N / m2 ] of wave period 1.3 second and wave height 190.5mm through the experiment . The ... pressure at 0 = 0 [ rad ] л 3 元/ 4 Fig.9-2 Complement by Fourier analysis of Fig.9-1 Experimental Result in Vertical ...
... pressure amplitude [ N / m2 ] of wave period 1.3 second and wave height 190.5mm through the experiment . The ... pressure at 0 = 0 [ rad ] л 3 元/ 4 Fig.9-2 Complement by Fourier analysis of Fig.9-1 Experimental Result in Vertical ...
Page 761
... pressure watertight connectors for 23 years . If the pressure reservoir for accepting the connector is designed for atmospheric pressure the epoxide bulkhead transfers the longitudinal forces resulting from the environmental pressure to ...
... pressure watertight connectors for 23 years . If the pressure reservoir for accepting the connector is designed for atmospheric pressure the epoxide bulkhead transfers the longitudinal forces resulting from the environmental pressure to ...
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 Copyright 2006 curve cylinder damping deck diameter displacement drag coefficient dynamic effects Engineering June 4-9 equation experimental fatigue damage floating frequency domain function heave plates hull hydrodynamic impact interaction jacket linear matrix maximum measured Mechanics and Arctic method mode model tests motion natural frequency nodes nonlinear numerical obtained Ocean Offshore Mechanics offshore structures OMAE2006 25th International oscillation parameters pile pipe predicted presented Proceedings of OMAE2006 ratio response riser S-N curve sensor shear ship shown in Figure simulation soil spar spar platform static stiffness strakes stress surface Table Technology tendon transverse values velocity vertical vessel vibration vortex induced vibrations water depth wave height weld wind farm wind turbine