Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 58
... parameters monthly mean values ( larger time scale ) ; the set of variables modelled - H 、, energy period Te , upward zero - crossing period T2 and peak period Tp are used as input parameters to energy spectrum models , from which ...
... parameters monthly mean values ( larger time scale ) ; the set of variables modelled - H 、, energy period Te , upward zero - crossing period T2 and peak period Tp are used as input parameters to energy spectrum models , from which ...
Page 156
... parameters of wave height H , period T and direction . For wave height , the most widely used parameter is the significant wave height H , that is defined by P = 2,000 2 Pg Απ [ Ss ' scr.oardo . This can then be expressed in terms of H ...
... parameters of wave height H , period T and direction . For wave height , the most widely used parameter is the significant wave height H , that is defined by P = 2,000 2 Pg Απ [ Ss ' scr.oardo . This can then be expressed in terms of H ...
Page 435
... Parameters and Time - Dependent Forces Fluid forces imposed on the structure are a function of the relative amplitude of response , mass parameter , structural damping , Reynolds number , length - to - diameter ratio , relative ...
... Parameters and Time - Dependent Forces Fluid forces imposed on the structure are a function of the relative amplitude of response , mass parameter , structural damping , Reynolds number , length - to - diameter ratio , relative ...
Contents
OCEAN WAVES | 1 |
Aarsnes | 55 |
VOLUME IA OFFSHORE TECHNOLOGY | 65 |
Copyright | |
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acceleration analysis AXIWAVE biplane blade boundary layer calculated circular cylinder comparison compliant towers components computed corresponding crest criteria damping direction distribution drag drag coefficient dynamic effects Engineering equation estimated experimental Figure filter flow fluid force coefficients Fourier free surface frequency fuzzy given hindcast horizontal velocity hydrodynamic impact force in-line incident wave irregular Islay KC number kinematics lift force linear load Loop Current maximum measured method Morison Myrhaug NewWave non-linear obtained ocean waves Offshore Structures orifice oscillating parameters planetary boundary layer plate platform predicted pressure rad/s random wave ratio regular waves Scatter Parameter sea wave second-order shear stress ship shown simulation spectra surface elevation term tests turbine turbulence values velocity potential vertical Volume I-A Walsh function water depth wave elevation wave energy wave height wave kinematics wave power wave profile wave spectrum wave theory wave train wind