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

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Page 116

In a normal design analysis, the extreme vertical force from the long term

response is used to

give a higher failure probability than the one

analysis.

In a normal design analysis, the extreme vertical force from the long term

response is used to

**estimate**the horizontal capacity, Eq. (11), and the ... This willgive a higher failure probability than the one

**estimated**using an integratedanalysis.

Page 117

Reliability

procedures outlined in the previous chapter. First the reliability

found from the procedure where the long term response is

nonlinear ...

Reliability

**estimates**The reliability analysis is performed based on the twoprocedures outlined in the previous chapter. First the reliability

**estimates**arefound from the procedure where the long term response is

**estimated**by anonlinear ...

Page 373

The expected maximum annual wave height is

maximum wave height in 100 years period, is

...

The expected maximum annual wave height is

**estimated**to 17.2 m, the COV is**estimated**to 0.11 and the 100-years wave height, i.e the expected value of themaximum wave height in 100 years period, is

**estimated**to 24.0 m. The 100-years...

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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