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

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Page 145

These 25

the 25

design force envelopes, for the tower dynamic response analyses. Each of the 25

...

These 25

**random**wind force records were then simultaneously combined withthe 25

**random**wave records, as used in Reference 9 in constructing statisticaldesign force envelopes, for the tower dynamic response analyses. Each of the 25

...

Page 329

7 Summary A method for modeling hydrodynamic lift forces under periodic and

Verley [15] and Bearman, et al, [1] was generalized to allow assessment via ...

7 Summary A method for modeling hydrodynamic lift forces under periodic and

**random**oscillatory flow methods has been reviewed. A form first suggested byVerley [15] and Bearman, et al, [1] was generalized to allow assessment via ...

Page 155

The statistics of the

These statistics were derived from combination of engineering judgment and

values reported in the literature (e.g., Wirsching, 1983; Carr, 1989). The bias

listed is ...

The statistics of the

**random**variables used in the analysis are shown in Table 1.These statistics were derived from combination of engineering judgment and

values reported in the literature (e.g., Wirsching, 1983; Carr, 1989). The bias

listed is ...

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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