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

### From inside the book

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Page 45

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

of the time histories of second-order wave effects is often performed by

transformation of a wave time history. By the present approach the

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

of the time histories of second-order wave effects is often performed by

**quadratic**transformation of a wave time history. By the present approach the

**quadratic**...Page 46

If we have an efficient time simulation algorithm, we can simulate a number of

response time records according to the linear and

the response obtained from the frequency domain solution, and then

conveniently ...

If we have an efficient time simulation algorithm, we can simulate a number of

response time records according to the linear and

**quadratic**transfer functions ofthe response obtained from the frequency domain solution, and then

conveniently ...

Page 284

In practice, the nonlinearity involved in stochastic dynamic problems can be very

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

present the equivalent

In practice, the nonlinearity involved in stochastic dynamic problems can be very

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

present the equivalent

**quadratic**representation of a nonlinear dynamic system, ...### What people are saying - Write a review

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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