## 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 51

For an FFT specialized for time history

each discrete time is in the order of y , in which the total time points Nt=2' (

Heideman and Burrus, 1986). Some new FFT algorithms can be even faster (

such as ...

For an FFT specialized for time history

**simulation**, the number of multiplications ateach discrete time is in the order of y , in which the total time points Nt=2' (

Heideman and Burrus, 1986). Some new FFT algorithms can be even faster (

such as ...

Page 317

The question is therefore; can a combined use of time and frequency domain

analyses give the same information as the complete time domain

with significantly less effort? CHOICE OF RESPONSE FOR STUDY From the ...

The question is therefore; can a combined use of time and frequency domain

analyses give the same information as the complete time domain

**simulations**, butwith significantly less effort? CHOICE OF RESPONSE FOR STUDY From the ...

Page 350

Figures 5b, 6b, and 7b present the KBLDYN

velocity, and acceleration autospectra, respectively. The results obtained from the

Figures 5b, 6b, and 7b present the KBLDYN

**simulation**heave displacement,velocity, and acceleration autospectra, respectively. The results obtained from the

**simulation**of DDIOH72 indicate that for the heave degree of freedom, KBLDYN ...### 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