## 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 524

TABLE 1 TLP TETHER DATA Towing Vessel Direction of Motion MWL TETHER

MNm MN kg / m 10 m Distributed buoys Bending stiffness Axial stiffness Mass per

unit length Extemal diameter Overall length

TABLE 1 TLP TETHER DATA Towing Vessel Direction of Motion MWL TETHER

MNm MN kg / m 10 m Distributed buoys Bending stiffness Axial stiffness Mass per

unit length Extemal diameter Overall length

**Normal**drag cocfficient Tangential ...Page 139

Variable Mean Standard Deviation А 1.53 0.322 Type of Distribution

THREADED JOINT High performance threaded connectors have been used in ...

Variable Mean Standard Deviation А 1.53 0.322 Type of Distribution

**Normal**Log**Normal**B 0.7 0.26 K 0.85 0.20**Normal**K. 1.75 0.586**Normal**EXAMPLE OF ATHREADED JOINT High performance threaded connectors have been used in ...

Page 258

The probability of failure is then defined as Probability Distribution Standard

Deviation Plate Slenderness , b / t

5 0 ] = \\ _ fx ( x ) dx ( 7 ) Material Yield Suress , O. Lognormal 385 N / mm2 25 N ...

The probability of failure is then defined as Probability Distribution Standard

Deviation Plate Slenderness , b / t

**Normal**20 - 100 0.02 Mean Value P , = P [ M ;5 0 ] = \\ _ fx ( x ) dx ( 7 ) Material Yield Suress , O. Lognormal 385 N / mm2 25 N ...

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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