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

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Page 115

(1993). The model parameter, O^, is expected to vary between 0.11 and 0.15,

with a mean value of 0.13 and a c.o.v. of 0.1, Svan0(1993). Foundation failure For

the integrated foundation failure condition, the

) ...

(1993). The model parameter, O^, is expected to vary between 0.11 and 0.15,

with a mean value of 0.13 and a c.o.v. of 0.1, Svan0(1993). Foundation failure For

the integrated foundation failure condition, the

**limit**state function is written as: g(x) ...

Page 245

FRACTURE MECHANICS

MAINTENANCE PLANNING OF OFFSHORE STRUCTURES O. D. Dijkstra and

R. J. van Foeken TNO Building and Construction Research Rijswijk, The

Netherlands S.

FRACTURE MECHANICS

**LIMIT**STATES FOR ASSESSMENT ANDMAINTENANCE PLANNING OF OFFSHORE STRUCTURES O. D. Dijkstra and

R. J. van Foeken TNO Building and Construction Research Rijswijk, The

Netherlands S.

Page 346

A criterion referred to as the RCC (Rule Case Committee) criterion, and

described by Das et al. (1991) was applied to the bay failure buckling mode. A

very similar criterion is given in API Bulletin 2U (1987). The corresponding

state ...

A criterion referred to as the RCC (Rule Case Committee) criterion, and

described by Das et al. (1991) was applied to the bay failure buckling mode. A

very similar criterion is given in API Bulletin 2U (1987). The corresponding

**limit**state ...

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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