## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |

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Page 463

The

brace . The types of reinforcement elements used in the models were diaphram ,

vertical bulkhead , ring girder , vertical girder , piercing brace and so on .

The

**joint**models discussed are T type**joints**subjected to axial or bending load ofbrace . The types of reinforcement elements used in the models were diaphram ,

vertical bulkhead , ring girder , vertical girder , piercing brace and so on .

Page 224

Empirical formulae to calculate p are given , for I and Y

1988 ) . ... Unfortunately , it is not possible to know the exact size and number of

defects in each

Empirical formulae to calculate p are given , for I and Y

**joints**, by Conolly et al . (1988 ) . ... Unfortunately , it is not possible to know the exact size and number of

defects in each

**joint**and these can only be represented probabilistically .Page 251

Equation 1 addresses the fatigue failure probability of an individual

Although the failure ... Sample Probability Inspection of a sample of

questions about the probability of having a failure in the entire sample . Since

individual ...

Equation 1 addresses the fatigue failure probability of an individual

**joint**.Although the failure ... Sample Probability Inspection of a sample of

**joints**raisesquestions about the probability of having a failure in the entire sample . Since

individual ...

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### Contents

Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |

HYDRODYNAMIC FORCES | 47 |

The Force Coefficients on Inclined Cylinder in Random Wave and Current | 57 |

Copyright | |

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### Common terms and phrases

acting added mass amplitude analysis applied array assumed body boundary calculated circular coefficient compared comparison component considered constant corresponding crest cylinder damping defined dependent depth determined direction distribution domain drag drift dynamic effect element elevation Engineering equation estimated experimental experiments expressed Figure flow fluid forward speed frequency function given heave horizontal hydrodynamic increase integral irregular length lift force linear load maximum mean measured method mooring motion nonlinear obtained Offshore oscillation parameters period phase pile plate potential predicted present pressure problem radiation range ratio reference regular waves relative respectively response riser second-order ship shown shown in Fig simulation solution spectra spectrum structure surface surge Table theory velocity vertical vessel wave force wave height wind