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 50
... Linear Diffraction Theory . For nonlinear incident waves , it is known however that the linear diffraction theory underestimates the wave runup and that the maximum runup may exceed the wave height H under some conditions . This has ...
... Linear Diffraction Theory . For nonlinear incident waves , it is known however that the linear diffraction theory underestimates the wave runup and that the maximum runup may exceed the wave height H under some conditions . This has ...
Page 52
... linear wave amplitudes , A ( t ) , may be given by the Rayleigh distribution as Α P ( A ) - 16 exp ( -8- ( 7 ) where Hs is the significant wave height of the random sea . This distribution of linear amplitudes may then be mapped into an ...
... linear wave amplitudes , A ( t ) , may be given by the Rayleigh distribution as Α P ( A ) - 16 exp ( -8- ( 7 ) where Hs is the significant wave height of the random sea . This distribution of linear amplitudes may then be mapped into an ...
Page 53
... linear wave runup amplitudes is given by R P ( R ) - a2 16 exp ( -a2 8 . H3 R2 ( 13 ) where a = 1 / 2p ,. The associated probability of linear runup exceeding a specified value of R is then given by the integrated form of equation ( 13 ) ...
... linear wave runup amplitudes is given by R P ( R ) - a2 16 exp ( -a2 8 . H3 R2 ( 13 ) where a = 1 / 2p ,. The associated probability of linear runup exceeding a specified value of R is then given by the integrated form of equation ( 13 ) ...
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