Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 376
... cones . As before , to avoid any mishaps at installation , the legs were positioned under side beams of decks based on the topographical survey carried out on pre - driven piles . The legs were overhanging the barge . The water ballast ...
... cones . As before , to avoid any mishaps at installation , the legs were positioned under side beams of decks based on the topographical survey carried out on pre - driven piles . The legs were overhanging the barge . The water ballast ...
Page 381
... cone pile penetration at mid - length of deck . This was not planned as such in the original stabbing procedure but actually this did not produce any significant problem . The company always paid a special attention to load - out and ...
... cone pile penetration at mid - length of deck . This was not planned as such in the original stabbing procedure but actually this did not produce any significant problem . The company always paid a special attention to load - out and ...
Page 479
... cones . After placement , the annuli between the guide cones and the central column are grouted . The central column diameter is at present too large for a swaged connection . The tools available today cover diameters up to a little ...
... cones . After placement , the annuli between the guide cones and the central column are grouted . The central column diameter is at present too large for a swaged connection . The tools available today cover diameters up to a little ...
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