Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 375
... modules , it was found advantageous to transform the supporting deck of the platform into 2 floating " caissons decks " i.e. one caisson for two modules . This was confirmed by a transportation and installation analysis . Each caisson ...
... modules , it was found advantageous to transform the supporting deck of the platform into 2 floating " caissons decks " i.e. one caisson for two modules . This was confirmed by a transportation and installation analysis . Each caisson ...
Page 396
... modules D13 and D21 . However , during the design process it was found that none of the U.S. steel can meet the specified carbon content of the project requirements . This forces the design to be changed and the Norwegian steel and ...
... modules D13 and D21 . However , during the design process it was found that none of the U.S. steel can meet the specified carbon content of the project requirements . This forces the design to be changed and the Norwegian steel and ...
Page 398
... modules were to be transported to the topside facilities in Stord . Transportation of the drilling modules was achieved by first jacking the modules upward to allow the transport trailers to be driven under the module base . Loaded on ...
... modules were to be transported to the topside facilities in Stord . Transportation of the drilling modules was achieved by first jacking the modules upward to allow the transport trailers to be driven under the module base . Loaded on ...
Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
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added mass amplitude analysis ASME boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction dimensionless drag coefficient drag force drift force dynamic effects Engineering envelope equation experimental Figure fluid Fluid Mechanics free surface heave Hilbert transform horizontal hydrodynamic hydrodynamic force incident wave increase installation interaction irregular waves lift coefficient lift force linear load control lock-in matrix maximum measured method model tests modes mooring line nonlinear obtained Ocean Offshore Technology OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio response Reynolds number riser seastate second-order shear shedding frequency shown simulation solution spectral spectrum stationary cylinder stiffeners Strouhal Strouhal number transfer function transverse turbulence uniform flow values velocity potential vertical vibration vortex shedding water depth Wave Force wave frequency wave power