## Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |

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Page 284

In practice, the

complicated, so the Volterra theory cannot be applied directly. In this section, we

present the equivalent quadratic representation of a

In practice, the

**nonlinearity**involved in stochastic dynamic problems can be verycomplicated, so the Volterra theory cannot be applied directly. In this section, we

present the equivalent quadratic representation of a

**nonlinear**dynamic system, ...Page 301

1994 OMAE - Volume I, Offshore Technology ASME 1994 ABSTRACT - The

random sea waves is carried out by using

...

1994 OMAE - Volume I, Offshore Technology ASME 1994 ABSTRACT - The

**nonlinear**dynamic response of an articulated loading tower under the action ofrandom sea waves is carried out by using

**nonlinear**spectral analysis. The study...

Page 135

peak period Tp = 17.3 sec Wave spectrum JONSWAP with varying peakedness

parameters Storm duration 6 hours Four different wave peakedness parameters ...

**Nonlinear**- Gama I .85. Significant wave height Hs = 15.8 m Corresponding wavepeak period Tp = 17.3 sec Wave spectrum JONSWAP with varying peakedness

parameters Storm duration 6 hours Four different wave peakedness parameters ...

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### Contents

OCEAN WAVES AND ENERGY | 1 |

HYDRODYNAMIC FORCES | 45 |

COMPUTATIONAL HYDRODYNAMICS | 91 |

Copyright | |

7 other sections not shown

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### Common terms and phrases

added mass amplitude analysis boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction drag coefficient drag force drift force dynamic effects energy Engineering envelope equation experimental Figure fluid Fluid Mechanics free surface heave Hilbert transform horizontal hydrodynamic hydrodynamic force incident wave increase installation interaction irregular waves lift coefficient lift force linear load control lock-in matrix maxima maximum measured method model tests modes mooring line nonlinear obtained Ocean OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio Reynolds number riser seastate second-order shear shedding frequency shown simulation solution spectral spectrum stationary cylinder stiffeners Strouhal Strouhal number transfer function transverse turbulence uniform flow values vector velocity potential vertical vibration vortex shedding water depth wave force wave frequency wave height wave power wind