## 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 165

5 0.15 0.1 0.05 \CBI-SwRI tests Group I p/t'42.2 ]L/D*24.9 Loh formula •

4 01 Loh formula

D-3.0 ...

5 0.15 0.1 0.05 \CBI-SwRI tests Group I p/t'42.2 ]L/D*24.9 Loh formula •

**experiments**a analysis 0.4 0.6 normalized moment 0.8 * 0.6 H c ft. □5 0.4 3 * 0.24 01 Loh formula

**experiments**analysis 1 ! CB1 stub columns Group 3 \D/t*58.8 L/D-3.0 ...

Page 347

BEHAVIOUR OF A MOORED DISCUS BUOY IN AN OCHI-HUBBLE WAVE

SPECTRUM Solomon C. S. Yim Department of Civil Engineering Oregon State

University Corvallis, Oregon A NUMERICAL/

BEHAVIOUR OF A MOORED DISCUS BUOY IN AN OCHI-HUBBLE WAVE

SPECTRUM Solomon C. S. Yim Department of Civil Engineering Oregon State

University Corvallis, Oregon A NUMERICAL/

**EXPERIMENTAL**STUDY OF THE ...Page 182

The agreement between the predicted and

good, particularly, in the pre-ultimate load range. The predicted ultimate load

from the FEM model is about 8.5% higher than the

The agreement between the predicted and

**experimental**response is consideredgood, particularly, in the pre-ultimate load range. The predicted ultimate load

from the FEM model is about 8.5% higher than the

**experimental**ultimate load.### What people are saying - Write a review

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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