## 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 400

100 Frequency ( Hz ) + 0 1 2 3 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.s NUMBER OF

DEVIATIONS NUMBER OF

SAMPLE .9999 RAYLEIGH MAXMA SAMPLE --- GAUSSIAN Bending moment

spectra .

100 Frequency ( Hz ) + 0 1 2 3 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.s NUMBER OF

DEVIATIONS NUMBER OF

**STANDARD**DEVIATIONS GAUSSIAN PARENTSAMPLE .9999 RAYLEIGH MAXMA SAMPLE --- GAUSSIAN Bending moment

spectra .

Page 61

It is assumed that the

quality control and a detailed material specification ) . The yield strength o , is

modelled as a lognormal variable with mean = 482+ ( 2 x 30 ) - 15 = 527 MPa

and ...

It is assumed that the

**standard**deviation is 30 MPa ( this presupposes goodquality control and a detailed material specification ) . The yield strength o , is

modelled as a lognormal variable with mean = 482+ ( 2 x 30 ) - 15 = 527 MPa

and ...

Page 68

It is assumed that the

quality control and a detailed material specification ) . The yield strength o , is

modelled as a lognormal variable with mean = 482+ ( 2 x 30 ) - 15 = 527 MPa

and ...

It is assumed that the

**standard**deviation is 30 MPa ( this presupposes goodquality control and a detailed material specification ) . The yield strength o , is

modelled as a lognormal variable with mean = 482+ ( 2 x 30 ) - 15 = 527 MPa

and ...

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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