## 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

Results 1-3 of 69

Page 430

In the model set - up the lifting of a

the model equipment from damage due to snagging , as well as to signal

snagging . During the door - only tests the

scale ) .

In the model set - up the lifting of a

**limit**- tensioning weight was used to protectthe model equipment from damage due to snagging , as well as to signal

snagging . During the door - only tests the

**limit**weight was 15 kg ( 15 tons full -scale ) .

Page 61

According to the NPD - regulations an annual probability of exceedance of 10-2

of the characteristic load should be used for the design analysis for the damaged

condition under the progressive collapse

According to the NPD - regulations an annual probability of exceedance of 10-2

of the characteristic load should be used for the design analysis for the damaged

condition under the progressive collapse

**limit**state . As seen from Table 8 the ...Page 77

MATHEMATICAL MODELS ABSTRACT In addition to the ultimate

fatigue

several parts of offshore structures . Prediction of the fatigue life of tabular joints ,

hull ...

MATHEMATICAL MODELS ABSTRACT In addition to the ultimate

**limit**state thefatigue

**limit**state is the governing**limit**state for the structural dimensions inseveral parts of offshore structures . Prediction of the fatigue life of tabular joints ,

hull ...

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### Contents

HYDRODYNAMIC FORCES | 47 |

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

K S Varyani | 79 |

Copyright | |

45 other sections not shown

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### Common terms and phrases

acting added mass amplitude analysis angle applied array assumed body boundary calculated circular coefficient compared component considered constant corresponding crest cylinder damping defined dependent depth determined direction distribution domain drag drift dynamic effect element 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 ship shown shown in Figure simulation solution spectra spectrum structure surface surge Table theory velocity vertical vessel wave force wave height wind