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 364
... assumed to determine the effects of a collision and the strength analysis : 1 ) The stem of a striking ship is rigid ... assumed to act as a orthotropic membrane . The membrane force ( q ) per unit breadth is given in equation ( 1 ) ...
... assumed to determine the effects of a collision and the strength analysis : 1 ) The stem of a striking ship is rigid ... assumed to act as a orthotropic membrane . The membrane force ( q ) per unit breadth is given in equation ( 1 ) ...
Page 296
... assumed realistic DV pull - back distance . Annual Extreme K Non - Exceedance Log10 - Prob . - Any Qualified Seastate ( Long - Term ) Clearance ( ft ) FIG . 5 LONG - TERM CUMULATIVE DISTRIBUTION FUNCTION OF CENTERLINE TO CENTERLINE ...
... assumed realistic DV pull - back distance . Annual Extreme K Non - Exceedance Log10 - Prob . - Any Qualified Seastate ( Long - Term ) Clearance ( ft ) FIG . 5 LONG - TERM CUMULATIVE DISTRIBUTION FUNCTION OF CENTERLINE TO CENTERLINE ...
Page 373
... assumed that the To can period as Tc 0.9 Tp . Assuming that the sea surface , for a short period At , can be modeled by a Gaussian process , the conditional distribution function for the largest crest height Cmax can be given by ...
... assumed that the To can period as Tc 0.9 Tp . Assuming that the sea surface , for a short period At , can be modeled by a Gaussian process , the conditional distribution function for the largest crest height Cmax can be given by ...
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