## 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 184

The upper curve represents the result of

account for the uncertainty associated with extending technology beyond its

current limit of application. What you see in the figure is a compounding effect

when ...

The upper curve represents the result of

**increasing**the project costs by 20% toaccount for the uncertainty associated with extending technology beyond its

current limit of application. What you see in the figure is a compounding effect

when ...

Page 225

They found that lift coefficient

amplitude to about 0.5 at response amplitude of 40% of diameter, and then

decreased to zero at response amplitude of 150% of diameter. Forced-vibrations

model test ...

They found that lift coefficient

**increased**from about 0.4 at zero responseamplitude to about 0.5 at response amplitude of 40% of diameter, and then

decreased to zero at response amplitude of 150% of diameter. Forced-vibrations

model test ...

Page 366

In case of "on a web" collision (Fig.9(a)), the effect of the

force and that of the earlier rupture of the side' shell counteract as a result.

Therefore, the energy absorption capacity by the time the side shell ruptures

does not ...

In case of "on a web" collision (Fig.9(a)), the effect of the

**increase**of the reactionforce and that of the earlier rupture of the side' shell counteract as a result.

Therefore, the energy absorption capacity by the time the side shell ruptures

does not ...

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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