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 504
... storm are evaluated , and a deterministic sequence of waves is selected such that the damage to the structure matches the average of the storm ; and then ( 2 ) from the the ( long - term ) statistics of storm occurrences , storm ...
... storm are evaluated , and a deterministic sequence of waves is selected such that the damage to the structure matches the average of the storm ; and then ( 2 ) from the the ( long - term ) statistics of storm occurrences , storm ...
Page 506
... storm should be taken into account [ 7 , 12 , 17 , 19 ] . The probability that the wave height will not exceed h in a random storm may be obtained from P ( h ) = β SFw ( hhs ) · fp ( hs ) dhs • ( 1 ) Intensity ( hs ) Actual storm ...
... storm should be taken into account [ 7 , 12 , 17 , 19 ] . The probability that the wave height will not exceed h in a random storm may be obtained from P ( h ) = β SFw ( hhs ) · fp ( hs ) dhs • ( 1 ) Intensity ( hs ) Actual storm ...
Page 509
... storm intensity was found . 5. LONG - TERM ORDER STATISTICS : the re - occurrence of extreme storms Attention is now given to developing a sequence of storms within which the ordered wave height maxima occur . Given that damaging storms ...
... storm intensity was found . 5. LONG - TERM ORDER STATISTICS : the re - occurrence of extreme storms Attention is now given to developing a sequence of storms within which the ordered wave height maxima occur . Given that damaging storms ...
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