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 57
... Hindcast data represent an important source of environmental data for both design and operation of offshore structures . The advantage of such data is that they will typically cover a rather long time period , say 20 - 40 years . This ...
... Hindcast data represent an important source of environmental data for both design and operation of offshore structures . The advantage of such data is that they will typically cover a rather long time period , say 20 - 40 years . This ...
Page 59
... hindcast models and their necessary input data . are The hindcast and measured spectral peak periods compared in Fig.6 . Both the bias and the scatter is seen to be rather large , but they seem to be independent of the significant wave ...
... hindcast models and their necessary input data . are The hindcast and measured spectral peak periods compared in Fig.6 . Both the bias and the scatter is seen to be rather large , but they seem to be independent of the significant wave ...
Page 61
... hindcast sample and measured sample , respectively . The hindcast values do most probably correspond to a length of averaging in the order of one hour . This in contrast to measurements which represent 10 - minute values , i.e. ...
... hindcast sample and measured sample , respectively . The hindcast values do most probably correspond to a length of averaging in the order of one hour . This in contrast to measurements which represent 10 - minute values , i.e. ...
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 |
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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