Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 172
... spectrum type , while Method I predicts a more pronounced de- crease in case of the JONSWAP spectrum . If the damping from the anchor chains is consid- ered as a linear damping contribution , this damping value will strongly decrease ...
... spectrum type , while Method I predicts a more pronounced de- crease in case of the JONSWAP spectrum . If the damping from the anchor chains is consid- ered as a linear damping contribution , this damping value will strongly decrease ...
Page 483
WAVE POWER SPECTRUM SPECTRUM 2 : TP = 10S HMO = 6.0M The 3 wave power spectra included in the simulations . Simplified excitation QTF's used in the simulations . A : WAVE POWER SPECTRUM 2.5 60 SPECTRUM 1 : TP = 5S HM0 = 1.5M 2.0 1.5 50 ...
WAVE POWER SPECTRUM SPECTRUM 2 : TP = 10S HMO = 6.0M The 3 wave power spectra included in the simulations . Simplified excitation QTF's used in the simulations . A : WAVE POWER SPECTRUM 2.5 60 SPECTRUM 1 : TP = 5S HM0 = 1.5M 2.0 1.5 50 ...
Page 175
A TWO PEAK WAVE SPECTRUM MODEL Knut Torsethaugen SINTEF NHL Trondheim , Norway Spectral density ( m2s ) i Figure 2 Spectrum model. 1993 OMAE - Volume II , Safety and Reliability ASME 1993 ABSTRACT A two peak wave spectrum model is ...
A TWO PEAK WAVE SPECTRUM MODEL Knut Torsethaugen SINTEF NHL Trondheim , Norway Spectral density ( m2s ) i Figure 2 Spectrum model. 1993 OMAE - Volume II , Safety and Reliability ASME 1993 ABSTRACT A two peak wave spectrum model is ...
Contents
OCEAN WAVES AND ENERGY | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 13 |
The Effect of NonColinear Wave Wind and Current Loading on Dynamic Response of a Tension | 17 |
Copyright | |
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acceleration added mass amplitude analysis angle boundary condition calculated cavitation circular cylinder Comparison compliant compliant tower components computed cosh cyclic diffraction direction displacement domain drag coefficient drag force drift force dynamic effects Engineering equation experimental Figure finite element floating body fluid forward speed free surface function Green's function heave horizontal hydrodynamic incident wave interaction irregular waves joint kinematics lift force linear matrix measured method mode mooring line Morison motion nonlinear obtained Ocean Ocean Engineering offshore structures Offshore Technology ASME OMAE oscillating parameters peak pile platform pontoons predicted propagation random waves ratio Rayleigh distribution response second-order ship SHIPMO shown in Fig simulation solution spectral spectrum storm surge tanker Technology ASME 1993 tension leg platform tests theory values velocity potential vortex vortex shedding water depth wave forces wave height wave loading wavemaker wavenumber wind