## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |

### From inside the book

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Page 1

... the standard deviation of return value , and the confidence interval of

the population for Xc : sample standard deviation : extreme variate : largest data

in a ...

... the standard deviation of return value , and the confidence interval of

**return****period**. :**return period**: sample estimate of**return period**for Xc :**return period**ofthe population for Xc : sample standard deviation : extreme variate : largest data

in a ...

Page 5

Eapirical Coefficients for the Standard Deviation of the FT - I Return value can be

utilized to establish the confidence interval of the return values . Shape Par . a z

N. Vo с 23 0.3 2.3 CONFIDENCE INTERVAL OF

Eapirical Coefficients for the Standard Deviation of the FT - I Return value can be

utilized to establish the confidence interval of the return values . Shape Par . a z

N. Vo с 23 0.3 2.3 CONFIDENCE INTERVAL OF

**RETURN PERIOD**0.2 1.9 k ...Page 44

The hurricane wind , wave , current and OTM corresponding to 50 , 100 , and 200

- year

design events with the same

The hurricane wind , wave , current and OTM corresponding to 50 , 100 , and 200

- year

**return period**are also given in Table 2. The overturning moments using thedesign events with the same

**return period**are shown in the last row . Note that ...### What people are saying - Write a review

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### Contents

SPECIAL SESSION HYDRODYNAMICS | 1 |

HYDRODYNAMIC FORCES | 29 |

SECONDORDER EFFECTS | 113 |

Copyright | |

47 other sections not shown

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### Common terms and phrases

acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic incident included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces