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 301
... nonlinear dynamic response of an loading tower under the action of random sea waves is carried out by using nonlinear spectral analysis . The study indicates that when the displacement is small , the linearized solution can give ...
... nonlinear dynamic response of an loading tower under the action of random sea waves is carried out by using nonlinear spectral analysis . The study indicates that when the displacement is small , the linearized solution can give ...
Page 92
... nonlinear wave models used in this study are approximate . The results are then only indicative of the trends . A consistent nonlinear stochastic wave model is needed before the effects may be reliably quantified . The results do ...
... nonlinear wave models used in this study are approximate . The results are then only indicative of the trends . A consistent nonlinear stochastic wave model is needed before the effects may be reliably quantified . The results do ...
Page 130
... Nonlinear coil node Moment PROBABILITY 0.9990 0.9900 0.9000 0.5000 0.1000 X X X X Max una eer Loo Rayleigh Veibull - 8 11t 0 50 100 150 200 250 500 Moment Lingerized moɩl mode B.M. in leg at mudline - Nonlinear and linearized soil ...
... Nonlinear coil node Moment PROBABILITY 0.9990 0.9900 0.9000 0.5000 0.1000 X X X X Max una eer Loo Rayleigh Veibull - 8 11t 0 50 100 150 200 250 500 Moment Lingerized moɩl mode B.M. in leg at mudline - Nonlinear and linearized soil ...
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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Common terms and phrases
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