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

### From inside the book

Results 1-3 of 87

Page 59

The Resultant Forces Magnitude of resultant forces The number of zero-crossing

resultant forces is much larger than that of

of resultant forces with

The Resultant Forces Magnitude of resultant forces The number of zero-crossing

resultant forces is much larger than that of

**horizontal**forces. For the comparisonof resultant forces with

**horizontal**forces, the selected number of resultant forces ...Page 84

Results for

of 1.2 are presented as functions of wave period on Figures 2 and 3, respectively.

The force per unit length of the body has been normalized on the basis of the ...

Results for

**horizontal**and vertical wave force amplitude for a depth to draft ratioof 1.2 are presented as functions of wave period on Figures 2 and 3, respectively.

The force per unit length of the body has been normalized on the basis of the ...

Page 116

0.12 0 14 RATIO:

-can foundation capacity against sliding. (3) From the long term distribution of the

limit state function, check if failure occurs at the probability level corresponding ...

0.12 0 14 RATIO:

**Horizontal**capacity to Vertical Preload He / Vpre Figure 2 Spud-can foundation capacity against sliding. (3) From the long term distribution of the

limit state function, check if failure occurs at the probability level corresponding ...

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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