## 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 76

Page 52

9 : Measured drag and lift coefficient for K -

as functions of Reynolds number . ( k / D = 1.10 % ) . The K -

measuring section 1 in Fig . 3b . The drag and the lift coefficients for this section

are ...

9 : Measured drag and lift coefficient for K -

**joint**for four different current anglesas functions of Reynolds number . ( k / D = 1.10 % ) . The K -

**joint**is defined asmeasuring section 1 in Fig . 3b . The drag and the lift coefficients for this section

are ...

Page 53

CONCLUSIONS For the T -

Reynolds number for current angles 0 ° and 22.5 ° is more pronounced than for

the KT- and the Kjoint with a larger drop in the critical flow regime . The values of

the ...

CONCLUSIONS For the T -

**joint**the variation of the drag coefficient with theReynolds number for current angles 0 ° and 22.5 ° is more pronounced than for

the KT- and the Kjoint with a larger drop in the critical flow regime . The values of

the ...

Page 584

MODEL FOR TEST SPECIMENS The measured natural frequency of vibration of

the cantilever for each

model for the

MODEL FOR TEST SPECIMENS The measured natural frequency of vibration of

the cantilever for each

**joint**and the boundary conditions also measured , amodel for the

**joint**where the the semi - rigidity of the beam - cantilever**joint**is ...### 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