## 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 244

The sum of the amplitudes of all tidal constituents is

equivalent sum for barometric constituents is 0.18 M - thus errors in the

barometric constituents will not likely influence the average of the error of the

predicted ...

The sum of the amplitudes of all tidal constituents is

**approximately**1.00 M. Theequivalent sum for barometric constituents is 0.18 M - thus errors in the

barometric constituents will not likely influence the average of the error of the

predicted ...

Page 244

The sum of the amplitudes of all tidal constituents is

equivalent sum for barometric constituents is 0.18 M - thus errors in the

barometric constituents will not likely influence the average of the error of the

predicted ...

The sum of the amplitudes of all tidal constituents is

**approximately**1.00 M. Theequivalent sum for barometric constituents is 0.18 M - thus errors in the

barometric constituents will not likely influence the average of the error of the

predicted ...

Page 529

The displacement at the location of the outboard jacks is

inboard jacks

The displacement at the location of the outboard jacks is

**approximately**2 " , at theinboard jacks

**approximately**.5 " . The displacement at the center of the truss is**approximately**.5 " . Conclusions Step 3 : Calculation of Balanced Load Vector ...### 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