Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
From inside the book
Results 1-3 of 72
Page 155
... applied and inertia forces as a function of time . The applied force is assumed to act as an impulse of sinusoidal shape lasting for half a cycle . The forces on the structure as a function ... applied portion of the total applied load 155.
... applied and inertia forces as a function of time . The applied force is assumed to act as an impulse of sinusoidal shape lasting for half a cycle . The forces on the structure as a function ... applied portion of the total applied load 155.
Page 156
... applied load derived during the " Designer Wave " approach ( Morrison and Leonard , 1993 ) . The applied load is broken into two components a statically applied force ( to include wind and other statically applied lateral loads ) and a ...
... applied load derived during the " Designer Wave " approach ( Morrison and Leonard , 1993 ) . The applied load is broken into two components a statically applied force ( to include wind and other statically applied lateral loads ) and a ...
Page 346
... applied here . OSCS Plate Failure . The OSCS plate failure criterion is based on API Bulletin 2U ( 1987 ) , and the limit state equation may be written as in eqn . ( 1 ) , but with different formulae applied to compute the capacity ...
... applied here . OSCS Plate Failure . The OSCS plate failure criterion is based on API Bulletin 2U ( 1987 ) , and the limit state equation may be written as in eqn . ( 1 ) , but with different formulae applied to compute the capacity ...
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 | |
25 other sections not shown
Other editions - View all
Common terms and phrases
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