## 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 27

Page 35

1 Illustration of the equivalent

SL Using the probability density function of stress range , the probability Pl , of a ...

1 Illustration of the equivalent

**block**loading concept Let there be a total of L**blocks**each of width ds and constant amplitude stress ranges si , S2 , ... , SQ , ... ,SL Using the probability density function of stress range , the probability Pl , of a ...

Page 40

depend on the spectral parameters and have to be ' calculated ' separately for

each stress spectra or each

R.H.S can now be calculated from the nominal cyclic stresses alone , regardless

of ...

depend on the spectral parameters and have to be ' calculated ' separately for

each stress spectra or each

**block**of loading . However , the loading term on theR.H.S can now be calculated from the nominal cyclic stresses alone , regardless

of ...

Page 302

The diagram below represents the simplifyed

hydraulic diagram shown on figure 1 plus the electrical and electronic parts . The

control POD installation will be diverless and carried out by using a diving

support ...

The diagram below represents the simplifyed

**block**digram referred to thehydraulic diagram shown on figure 1 plus the electrical and electronic parts . The

control POD installation will be diverless and carried out by using a diving

support ...

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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