## 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 171

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

compliant tower type of offshore

basically the same as the traditional steel "Fixed

compliant tower is ...

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

compliant tower type of offshore

**platform**is a bottom-fixed structure that isbasically the same as the traditional steel "Fixed

**Platform**." However, thecompliant tower is ...

Page 39

4 COLLISION MODEL The basic equation for calculating the passing vessel

collision frequency for a

expression: i = l /□! *=1 /=1 where PCPP = Annual number of powered passing

vessel ...

4 COLLISION MODEL The basic equation for calculating the passing vessel

collision frequency for a

**platform**in a specific location has the followingexpression: i = l /□! *=1 /=1 where PCPP = Annual number of powered passing

vessel ...

Page 192

In the early 1980's, following significant changes in both the 100-year design

wave heights and design current velocities, Sarawak Shell Berhard (SSB)

initiated a reassessment for their Baram Delta

installed ...

In the early 1980's, following significant changes in both the 100-year design

wave heights and design current velocities, Sarawak Shell Berhard (SSB)

initiated a reassessment for their Baram Delta

**platforms**, the oldest of which wasinstalled ...

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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