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
... wave height enhancement factors . First the wave height enhancement at the cylinder ( i.e. the run - up ) is ... significant wave height enhancement is more pronounced . In Fig . 5 the wave height enhancement factors are depicted along a ...
... wave height enhancement factors . First the wave height enhancement at the cylinder ( i.e. the run - up ) is ... significant wave height enhancement is more pronounced . In Fig . 5 the wave height enhancement factors are depicted along a ...
Page 297
Enhancement Factors Table 2 Wave data ( annual maximum values ) ... height H , and corresponding peak periods T , is fabricated . The wave ... significant wave heights are determined for the un- disturbed 2 - D and 3 - D seastates , thus ...
Enhancement Factors Table 2 Wave data ( annual maximum values ) ... height H , and corresponding peak periods T , is fabricated . The wave ... significant wave heights are determined for the un- disturbed 2 - D and 3 - D seastates , thus ...
Page 373
... significant wave 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 ...
... significant wave 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 ...
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