## 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

UNCERTAINTY OF DESIGN PARAMETERS FROM VIEWPOINT OF

STATISTICS Yoshimi Goda Department of Civil Engineering Yokohama National

University Yokohama , Japan 99 Petruaskas , C. and Aagaard , P.M. , 1970.

UNCERTAINTY OF DESIGN PARAMETERS FROM VIEWPOINT OF

**EXTREME**STATISTICS Yoshimi Goda Department of Civil Engineering Yokohama National

University Yokohama , Japan 99 Petruaskas , C. and Aagaard , P.M. , 1970.

Page 7

ST9 , pp . 1835-1853 . Blom , G. , 1958 , “ Statistical Estimates and Transformed

Beta - Variables , ” John Wiley & Sons . Challenor , P.G. , 1979 , “ Confidence

Limits for

No.

ST9 , pp . 1835-1853 . Blom , G. , 1958 , “ Statistical Estimates and Transformed

Beta - Variables , ” John Wiley & Sons . Challenor , P.G. , 1979 , “ Confidence

Limits for

**Extreme**Value Statistics , Institute of Oceanographic Sciences , ReportNo.

Page 182

For this reason

independently, and then combined. Various formulae are used for this purpose,

such as the 'linear sum' (LS) formula: (9) where Z\ and Z2 are the

and ...

For this reason

**extreme**first and second-order motions are usually calculatedindependently, and then combined. Various formulae are used for this purpose,

such as the 'linear sum' (LS) formula: (9) where Z\ and Z2 are the

**extreme**firstand ...

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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