Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 296
... height enhancement factors . First the wave height enhancement at the cylinder ( i.e. the run - up ) is considered for the three seastates . In Fig . 2 the wave height enhancement factor variation around the cylinder is depicted for the ...
... height enhancement factors . First the wave height enhancement at the cylinder ( i.e. the run - up ) is considered for the three seastates . In Fig . 2 the wave height enhancement factor variation around the cylinder is depicted for the ...
Page 297
... heights for the undisturbed sea are given . Events with a given return period can be determined by fitting the significant wave height data to a Weibull distribution and performing an extrapolation . The sig- nificant wave height with ...
... heights for the undisturbed sea are given . Events with a given return period can be determined by fitting the significant wave height data to a Weibull distribution and performing an extrapolation . The sig- nificant wave height with ...
Page 373
... height exceed the threshold h1h is assumed to be Poisson distributed , and is given by PN ( nth ) th = ( 01 ) " th nin ! ( 14 ) Assuming that the annual largest significant wave height appear in the annual largest storm and by using eq ...
... height exceed the threshold h1h is assumed to be Poisson distributed , and is given by PN ( nth ) th = ( 01 ) " th nin ! ( 14 ) Assuming that the annual largest significant wave height appear in the annual largest storm and by using eq ...
Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
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added mass amplitude analysis applied ASME assessment axial boundary buoy calculated compliant tower components correlation crack growth curve cylinder damping deck displacement distribution domain drag drag coefficient dynamic effects Engineering equation estimated experimental factor fatigue flow fluid fracture mechanics free surface frequency hindcast horizontal hydrodynamic increase inspection installation interaction jack-up joints lift coefficient lift force linear load matrix maximum measured method modes module mooring line motion nonlinear obtained offshore structures OMAE operation oscillating cylinder parameters peak period phase piles pipe potential predicted pressure probability of failure procedure random random variables ratio reliability response Reynolds number riser risk safety seastate second-order shown in Figure significant wave height simulation spectral spectrum statistical stiffness stress Strouhal tether transfer function tubular variables vector velocity velocity potential vertical vortex shedding water depth wave force Weibull distribution weld wind