## 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 95

Page 22

The two solutions are " exact " , and therefore equivalent on the

Results are here given for the case as discussed in the previous section ( i.e. a / d

-1 , ka -1.4 ) . Due to the quadrupling effect on number by doubling the frequency

...

The two solutions are " exact " , and therefore equivalent on the

**body**surface .Results are here given for the case as discussed in the previous section ( i.e. a / d

-1 , ka -1.4 ) . Due to the quadrupling effect on number by doubling the frequency

...

Page 109

The pressure on the

Here H is the wave height of the incident solitary wave , and d is the still - water

depth . Equation ( 22 ) is the solution of the generalized Boussinesa equations ...

The pressure on the

**body**surface can be obtained by Euler's integral given byHere H is the wave height of the incident solitary wave , and d is the still - water

depth . Equation ( 22 ) is the solution of the generalized Boussinesa equations ...

Page 484

Once v ( i = 1,2 , ... , NOD ) is determined , the values of v on the

are known and M and B can be determined too . 0 0 0 0 -KD 0 -KD 2 KD 0 KD 2

add rad RESULTS AND DISCUSSION where D is the distance between the

gravity ...

Once v ( i = 1,2 , ... , NOD ) is determined , the values of v on the

**body**surfacesare known and M and B can be determined too . 0 0 0 0 -KD 0 -KD 2 KD 0 KD 2

add rad RESULTS AND DISCUSSION where D is the distance between the

gravity ...

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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