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 207
... WAVE FORCES ON STRUCTURES. 1995 OMAE - Volume I - A , Offshore Technology ASME 1995 ABSTRACT Ocean environment loads consit of the wind force , sea wave force etc. Sea wave force not only has randomness , but also has fuzziness . Hence ...
... WAVE FORCES ON STRUCTURES. 1995 OMAE - Volume I - A , Offshore Technology ASME 1995 ABSTRACT Ocean environment loads consit of the wind force , sea wave force etc. Sea wave force not only has randomness , but also has fuzziness . Hence ...
Page 208
... sea wave . The randomness of sea wave is caused by two random factors . First factor is that the sea wave hight and period will change with respect to vari- ous sea state randomly . Second factor is that , the elevation of sea wave ...
... sea wave . The randomness of sea wave is caused by two random factors . First factor is that the sea wave hight and period will change with respect to vari- ous sea state randomly . Second factor is that , the elevation of sea wave ...
Page 211
... sea wave period is given , the subordi- nate function . μ [ S ( w ) ] = S [ S ( w ) ] - ( T ( t , U ) If h − a ( U ) | ≤ A1 ( U , t ) H ( t , U ) If │ha ( U ) | > A , ( U , t ) ( 16 ) As well as the above reason , when sea wave hight ...
... sea wave period is given , the subordi- nate function . μ [ S ( w ) ] = S [ S ( w ) ] - ( T ( t , U ) If h − a ( U ) | ≤ A1 ( U , t ) H ( t , U ) If │ha ( U ) | > A , ( U , t ) ( 16 ) As well as the above reason , when sea wave hight ...
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