## 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

Results 1-3 of 87

Page 108

Once ( os ) , . , and ( 115 ) , ... on the outer boundary are

new or on the outer boundary can be calculated according to Eqs . ( 7 ) and ( 18 )

. If the integration surface S - SOUS , US , and 0 and 20 / 0n on S are known until

...

Once ( os ) , . , and ( 115 ) , ... on the outer boundary are

**obtained**, Di - or andnew or on the outer boundary can be calculated according to Eqs . ( 7 ) and ( 18 )

. If the integration surface S - SOUS , US , and 0 and 20 / 0n on S are known until

...

Page 109

Once ( os ) , ... and ( 15 ) , ... on the outer boundary are

on the outer boundary can be calculated according to Eqs . ( 7 ) and ( 18 ) . If the

integration surface S - SOUS , US , and $ and d97an on S are known until time ...

Once ( os ) , ... and ( 15 ) , ... on the outer boundary are

**obtained**, dr.si and ne . seon the outer boundary can be calculated according to Eqs . ( 7 ) and ( 18 ) . If the

integration surface S - SOUS , US , and $ and d97an on S are known until time ...

Page 509

It is therefore necessary to

parameters . MATHIEU STABILITY CHART ... a stable or unstable condition . In

this analysis , the stability chart is

excluded .

It is therefore necessary to

**obtain**the Mathieu stability chart for these largeparameters . MATHIEU STABILITY CHART ... a stable or unstable condition . In

this analysis , the stability chart is

**obtained**with the nonlinear damping termexcluded .

### What people are saying - Write a review

We haven't found any reviews in the usual places.

### Contents

SPECIAL SESSION HYDRODYNAMICS | 1 |

HYDRODYNAMIC FORCES | 29 |

SECONDORDER EFFECTS | 113 |

Copyright | |

47 other sections not shown

### Other editions - View all

### 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