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 46
... response for any return interval . First , the historical response , via the response function , with the statistically most - likely 100 year return period is chosen . We now define this response as the " Design Target . " Then since a ...
... response for any return interval . First , the historical response , via the response function , with the statistically most - likely 100 year return period is chosen . We now define this response as the " Design Target . " Then since a ...
Page 50
distribution is made up of the resultant responses while the by- direction response distributions are made up of the components of those resultant responses in each direction . Commonly , only the omni - directional target and matching ...
distribution is made up of the resultant responses while the by- direction response distributions are made up of the components of those resultant responses in each direction . Commonly , only the omni - directional target and matching ...
Page 315
... response for a range of different crest elevations . The points correspond to a given probability of exceedance of response from 5 % up to 95 % for each crest elevation . Note how broad the extreme response at each crest height actually ...
... response for a range of different crest elevations . The points correspond to a given probability of exceedance of response from 5 % up to 95 % for each crest elevation . Note how broad the extreme response at each crest height actually ...
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