Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 163
HYDROSTATIC EFFECTS IN TUBULAR MEMBER DESIGN Spyros A. Karamanos and John L. Tassoulas Department of Civil Engineering University of Texas Austin , Texas A COMPLIANT TOWER DESIGN FOR MILD ENVIRONMENTS G. H. Reusswig. 1994 OMAE - Volume I ...
HYDROSTATIC EFFECTS IN TUBULAR MEMBER DESIGN Spyros A. Karamanos and John L. Tassoulas Department of Civil Engineering University of Texas Austin , Texas A COMPLIANT TOWER DESIGN FOR MILD ENVIRONMENTS G. H. Reusswig. 1994 OMAE - Volume I ...
Page 203
... effects without end plates . Griffin ( 1985 ) suggested conducting experiments with cylinders of sufficient length to minimize the effects of the end boundaries ( length / diameter , L / D = 100-120 ) . Gouda also investigated the ...
... effects without end plates . Griffin ( 1985 ) suggested conducting experiments with cylinders of sufficient length to minimize the effects of the end boundaries ( length / diameter , L / D = 100-120 ) . Gouda also investigated the ...
Page 453
P. P / P 1.2 1.0 with membrane effect without membrane effect bending effects only ) اتار 1.0 E Fig . 8. Beam deformation . Longitudinal stiffener . The bending capacity and the membrane effects for a beam which is axially constrained ...
P. P / P 1.2 1.0 with membrane effect without membrane effect bending effects only ) اتار 1.0 E Fig . 8. Beam deformation . Longitudinal stiffener . The bending capacity and the membrane effects for a beam which is axially constrained ...
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