## 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 495

The residual

and may be expressed by the Residual

and Clawson , 1983 ) : where m and a are the mass and added mass of the ...

The residual

**strength**is a measure of system**strength**in a damaged condition ,and may be expressed by the Residual

**Strength**Factor ( RIF ) defined as ( Lloydand Clawson , 1983 ) : where m and a are the mass and added mass of the ...

Page 206

Reference 5 gives Kt and Kf max values for several weldments . B f max es

ESTIMATES OF WELDMENT FATIGUE

INITIATION AND EARLY GROWTH Determination of Fatigue

Weldments The total ...

Reference 5 gives Kt and Kf max values for several weldments . B f max es

ESTIMATES OF WELDMENT FATIGUE

**STRENGTH**BASED ON CRACKINITIATION AND EARLY GROWTH Determination of Fatigue

**Strength**forWeldments The total ...

Page 207

The design fatigue

depends on the random variation of those variables . The randomness of the

fatigue

...

The design fatigue

**strength**( SA ) then becomes a random variable whichdepends on the random variation of those variables . The randomness of the

fatigue

**strength**can be obtained using a Monte Carlo simulation technique which...

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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 | |

45 other sections not shown

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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