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

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Page 220

circles ) and for the non - linear crest model ( dotted lines ) . Here Y - Ymean is

the crest height ( wave height ) and Oy is the standard deviation of the time series

.

**Amplitude**probability distributions for linear numerical simulation ( triangles andcircles ) and for the non - linear crest model ( dotted lines ) . Here Y - Ymean is

the crest height ( wave height ) and Oy is the standard deviation of the time series

.

Page 499

The cross flow motion

damping and the ratio between displaced ... Predictions of vibration

could thus be obtained from the forced vibration tests by identifying the situations

in ...

The cross flow motion

**amplitude**A , will depend on V , and also on the systemdamping and the ratio between displaced ... Predictions of vibration

**amplitudes**could thus be obtained from the forced vibration tests by identifying the situations

in ...

Page 53

The stress history during the storm is ordered as a sequence of blocks of constant

due to the number of cycles in each block is determined from the strain contour ...

The stress history during the storm is ordered as a sequence of blocks of constant

**amplitude**stress with increasing**amplitude**. The cyclic shear strain accumulateddue to the number of cycles in each block is determined from the strain contour ...

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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