## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 12, Parts 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |

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Page 219

1993 OMAE – Volume I , Offshore Technology ASME 1993 NONLINEAR

SIMULATION METHODS A . S . Chitrapu and R . C . Ertekin Department of Ocean

Engineering ...

1993 OMAE – Volume I , Offshore Technology ASME 1993 NONLINEAR

**EFFECTS**IN FLOATING PLATFORM RESPONSE USING TIME - DOMAINSIMULATION METHODS A . S . Chitrapu and R . C . Ertekin Department of Ocean

Engineering ...

Page 224

Sections , this model can include potential and viscous

amplitude platform motion simulation model , and therefore , will be very useful in

the study of the extreme dynamic responses of floating platforms . 7 . Summary

and ...

Sections , this model can include potential and viscous

**effects**in a large -amplitude platform motion simulation model , and therefore , will be very useful in

the study of the extreme dynamic responses of floating platforms . 7 . Summary

and ...

Page 185

3 Uncertain parameter

Cm and H becomes longer , but the

height is almost same for all the mean wave periods considered in the study . Fig

.

3 Uncertain parameter

**effects**on responses Fig . 4 Uncertain parameter**effects**ofCm and H becomes longer , but the

**effect**of the variation in the mean waveheight is almost same for all the mean wave periods considered in the study . Fig

.

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### Contents

OCEAN WAVES AND ENERGY | 1 |

OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING PART | 22 |

HYDRODYNAMIC FORCES | 33 |

Copyright | |

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### Common terms and phrases

acceleration amplitude analysis angle applied approach approximately assumed body boundary calculated coefficients compared Comparison components computed condition considered coordinate corresponding cylinder damping defined depth determined developed direction displacement distribution domain drag drift dynamic effects element Engineering equation estimated experimental experiments expressed field Figure floating flow fluid force frequency function given horizontal hydrodynamic incident increase integral interaction irregular waves joint length lift force linear loading mass mean measured method mode mooring motion nonlinear observed obtained Ocean Offshore oscillating parameter peak period pile platform potential predicted presented probability problem random range ratio relative represents Research respectively response runup ship shown shows significant simulation solution spectrum speed storm structure surface surge Table tests theory values velocity vertical wave wave height wind