## 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 87

THREE DIMENSIONAL NONLINEAR DYNAMIC ANALYSIS

UNDERWATER LINE STRUCTURE AND ITS VALIDATION Hideyuki Suzuki and

Koichiro Yoshida Department of Naval Architecture and Ocean Engineering

University ...

THREE DIMENSIONAL NONLINEAR DYNAMIC ANALYSIS

**METHOD**OFUNDERWATER LINE STRUCTURE AND ITS VALIDATION Hideyuki Suzuki and

Koichiro Yoshida Department of Naval Architecture and Ocean Engineering

University ...

Page 96

Then , the hydrodynamic coefficients Coand Cmcan be determined . So the

frequency domain analysis may be categorized into auto - spectrum

cross - spectrum

and ...

Then , the hydrodynamic coefficients Coand Cmcan be determined . So the

frequency domain analysis may be categorized into auto - spectrum

**method**andcross - spectrum

**method**. in these formulations , 9. - poco.® - PD'Cmi au w Uwand ...

Page 109

So the frequency domain analysis may be categorized into auto - spectrum

CM D au W بېل and may be calculated by linear wave theroy as follows : at Auto

...

So the frequency domain analysis may be categorized into auto - spectrum

**method**and cross - spectrum**method**. these formulations , - įpDCoop DOM - PD'CM D au W بېل and may be calculated by linear wave theroy as follows : at Auto

...

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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