## 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 67

1994 OMAE - Volume II, Safety and Reliability ASME 1994 ABSTRACT This work

examines some aspects involved in the estimation of the

probability distribution of significant wave height, in particular the homogeneity of

the ...

1994 OMAE - Volume II, Safety and Reliability ASME 1994 ABSTRACT This work

examines some aspects involved in the estimation of the

**parameters**of theprobability distribution of significant wave height, in particular the homogeneity of

the ...

Page 113

Each short term sea-state is specified by a model spectrum with the significant

wave height (H,) and peak period (Tp) as

the load and response stochastic processes is given by the dynamic equilibrium

...

Each short term sea-state is specified by a model spectrum with the significant

wave height (H,) and peak period (Tp) as

**parameters**. The relationship betweenthe load and response stochastic processes is given by the dynamic equilibrium

...

Page 256

N* or mechanical

experimental results from all the available heats of a given material type which

were obtained under equivalent (in an engineering sense) experimental

conditions.

N* or mechanical

**parameters**. Each of these ADSs was envisaged to includeexperimental results from all the available heats of a given material type which

were obtained under equivalent (in an engineering sense) experimental

conditions.

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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