## 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 72

Page 196

Then , the wake

sinusoidal oscillation and combined oscillation , The wake

be a

...

Then , the wake

**function**represents the difference of the wake effect betweensinusoidal oscillation and combined oscillation , The wake

**function**is assumed tobe a

**function**of kc * and um / Um as follows . a a a To know the contribution of the...

Page 367

In order to overcome this problem one can try to fit an analytical

largest extremes for example the 10 % largest - and use this " tail

distribution for extreme estimation . This can be done even if the

does ...

In order to overcome this problem one can try to fit an analytical

**function**to thelargest extremes for example the 10 % largest - and use this " tail

**function**" as adistribution for extreme estimation . This can be done even if the

**function**itselfdoes ...

Page 33

As an alternative to the most expensive , but accurate , method of time -

simulation and rainflow counting , a simplified probability density

modelling stress ranges in a broad - banded stress spectrum is proposed . Based

on this ...

As an alternative to the most expensive , but accurate , method of time -

simulation and rainflow counting , a simplified probability density

**function**formodelling stress ranges in a broad - banded stress spectrum is proposed . Based

on this ...

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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