Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 12, Parts 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 172
... Period The mean values are least sensitive to peak period ; they tend to remain constant or decrease somewhat with increasing period . The standard devia- tions show a tendency to decrease with increasing period . The MPM ( Most ...
... Period The mean values are least sensitive to peak period ; they tend to remain constant or decrease somewhat with increasing period . The standard devia- tions show a tendency to decrease with increasing period . The MPM ( Most ...
Page 173
... period and spectral shape . 0 Turret and anchor chain forces tend to decrease with increasing peak period . Anchor chains provide the most bution to low frequency damping . important contri- 0 Low frequency ( linearized ) damping due to ...
... period and spectral shape . 0 Turret and anchor chain forces tend to decrease with increasing peak period . Anchor chains provide the most bution to low frequency damping . important contri- 0 Low frequency ( linearized ) damping due to ...
Page 188
... period long • Probabilistic relation between maximum wave height and significant one which represent short term sea state Estimation of Expected Value with N year's Return Period In order to investigate on uncertainty in estimates of ...
... period long • Probabilistic relation between maximum wave height and significant one which represent short term sea state Estimation of Expected Value with N year's Return Period In order to investigate on uncertainty in estimates of ...
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 cylinder 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 hydrodynamic force incident wave integral interaction irregular waves joint kinematics lift force linear matrix measured method mode mooring line Morison motion nonlinear obtained Ocean Ocean Engineering offshore structures OMAE oscillating parameters peak pile platform pontoons predicted propagation random wave ratio Rayleigh distribution response second-order ship SHIPMO shown in Fig simulation solution spectral spectrum storm surge tanker tension leg platform tests theory values velocity potential vortex water depth wave exciting wave forces wave height wave loading wavemaker wavenumber wind