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

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Page 417

Abstract Quantitative Risk

identify the risk in offshore construction projects. This tool is particularly suited to

evaluate the potential of different strategies to reduce the risk in the construction ...

Abstract Quantitative Risk

**Analysis**(QRA) is regarded as an excellent tool toidentify the risk in offshore construction projects. This tool is particularly suited to

evaluate the potential of different strategies to reduce the risk in the construction ...

Page 91

design wave

stochastic

results ...

design wave

**analysis**, while linear irregular wave theory is used in the stochastic**analysis**, in lack of alternatives. If a nonlinear wave theory is employed in thestochastic

**analysis**the consistency will definitely be improved. However, theresults ...

Page 264

A task

the basic procedures in carrying out maintenance of an offshore structure. This is

outlined below with the principal components and their roles (see Figure 1). 1.

A task

**analysis**of the IRM problem for fixed offshore structures has determinedthe basic procedures in carrying out maintenance of an offshore structure. This is

outlined below with the principal components and their roles (see Figure 1). 1.

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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