Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 1
... period ( by down - zero - crossing ) Wave length Zero - crossing wave crest height Zero - crossing wave trough excursion Crest period Trough period ... Waves With Respect to Significant Wave Height Agnès Robin and Michel Olagnon 1.
... period ( by down - zero - crossing ) Wave length Zero - crossing wave crest height Zero - crossing wave trough excursion Crest period Trough period ... Waves With Respect to Significant Wave Height Agnès Robin and Michel Olagnon 1.
Page 6
5 5.1 WAVE HEIGHTS AND WAVE PERIODS Wave steepness One of the parameters which is often used in description of ... period : - crest steepness S. ( 2a ) / [ 1.56 ( 27 ) 2 ] = - trough steepness St = ( 2at ) / [ 1.56 ( 2T ) 2 ] - wave ...
5 5.1 WAVE HEIGHTS AND WAVE PERIODS Wave steepness One of the parameters which is often used in description of ... period : - crest steepness S. ( 2a ) / [ 1.56 ( 27 ) 2 ] = - trough steepness St = ( 2at ) / [ 1.56 ( 2T ) 2 ] - wave ...
Page 50
... wave height in the most severe sea state during L years , Hmo L ( 7 ) , is ... period is given by ; E [ Tp | Hmo ] = exp ( μ + 102 ) D [ Tp Hmo ] = E [ Tp ... wave height in Fig . 1. It should be noted that the standard deviation ...
... wave height in the most severe sea state during L years , Hmo L ( 7 ) , is ... period is given by ; E [ Tp | Hmo ] = exp ( μ + 102 ) D [ Tp Hmo ] = E [ Tp ... wave height in Fig . 1. It should be noted that the standard deviation ...
Contents
VORTEX SHEDDING AND VIBRATION | 187 |
OCEAN WAVES AND CURRENT | 209 |
COMPUTATIONAL METHODS | 247 |
Copyright | |
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added mass amplitude analysis approximately average body boundary condition cable calculated circular cylinder components computed correlation density diffraction displacement distribution drag coefficient dynamic effects Ekofisk Engineering experimental field Figure finite element floating flow fluid free surface frequency domain function Green function horizontal hydrodynamic hydrodynamic forces incident wave integral equation irregular waves length lift force linear load low-frequency matrix maximum measured method mode mode shapes mooring motion natural frequency nonlinear obtained Ocean Offshore Structures OMAE open boundary oscillation parameters phase velocity platform predicted present pressure problem random waves ratio response Reynolds number riser Sarpkaya seabed second-order ship simulation small forward solitary wave solution spectral spectrum stiffness surge tank tanker tension tether theory transverse values vector velocity potential vertical vessel vibration vortex vortices water depth wave drift damping wave forces wave height wave profile