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

### From inside the book

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Page 618

The ultimate

encouraging correlations using Kg - 0.5 have been found between experimental

fatigue data on 6m long 39mm diameter strands (17) and theory. Due to space ...

The ultimate

**tensile**strength of the wire material is S^t = 1640 N/mm2. Similarlyencouraging correlations using Kg - 0.5 have been found between experimental

fatigue data on 6m long 39mm diameter strands (17) and theory. Due to space ...

Page 207

The relationships between fatigue strength properties and the ultimate

strength ( Su ) can be used to determine the average values of fatigue properties

. McMahon reported a relationship by summarizing the related data for steels7,9,

10 ...

The relationships between fatigue strength properties and the ultimate

**tensile**strength ( Su ) can be used to determine the average values of fatigue properties

. McMahon reported a relationship by summarizing the related data for steels7,9,

10 ...

Page 211

... BUTT WELDMENTS STATISTICAL ESTIMATORS OF FATIGUE VARIABLES

USED IN THE SIMULATION FOR NEHEI ET AL . 6 MM JIS SM50A BUTT

WELDMENTS Fatigue Variables st st Fatigue Variables P ( x ) ** P ( x ) **

Ultimate

... BUTT WELDMENTS STATISTICAL ESTIMATORS OF FATIGUE VARIABLES

USED IN THE SIMULATION FOR NEHEI ET AL . 6 MM JIS SM50A BUTT

WELDMENTS Fatigue Variables st st Fatigue Variables P ( x ) ** P ( x ) **

Ultimate

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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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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