## 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 36

20 whether determined by Fourier analysis or a least - squares

☺ 0 The drag coefficients obtained from the two different least - squares

KC value ...

20 whether determined by Fourier analysis or a least - squares

**procedure**. ... 5☺ 0 The drag coefficients obtained from the two different least - squares

**procedures**differ for nonsinusoidal oscillations by a significant amount for eachKC value ...

Page 571

It is used together with the linear and geometrical stiffness matrices . an A finite

element

dimensional frames with geometrical and material nonlinearities . First , a

nonlinear ...

It is used together with the linear and geometrical stiffness matrices . an A finite

element

**procedure**is proposed for earthquake response analyses of three -dimensional frames with geometrical and material nonlinearities . First , a

nonlinear ...

Page 137

Assuming that there is no load interaction , a calculation

be adequate ( Kam and Dover , 1989a ) to describe the mean experimental

behaviour . The

rate ...

Assuming that there is no load interaction , a calculation

**procedure**was found tobe adequate ( Kam and Dover , 1989a ) to describe the mean experimental

behaviour . The

**procedure**involves calculating a weighted average crack growthrate ...

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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