## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 8, Part 2American Society of Mechanical Engineers, 1989 - Arctic regions |

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Page 8

By author's analysis ( 9 , 10 ) , first the calculation of the transformation of wave

parameters by currents ( 9 ) must be conducted , then the flow field of either wave

or current can be

By author's analysis ( 9 , 10 ) , first the calculation of the transformation of wave

parameters by currents ( 9 ) must be conducted , then the flow field of either wave

or current can be

**determined**and the final flow field is the super position of flow ...Page 654

The natrix [ K ( to ) is

anchoring system refering to the chosen geometrical center of the platform . The

procedure for

The natrix [ K ( to ) is

**determined**as the non - linear secant stiffness matrix of theanchoring system refering to the chosen geometrical center of the platform . The

procedure for

**determining**the scant stiffness matrix is to**determine**the local ...Page 740

Interaction curves for statical limiting load capacities will be

into consideration the influence of displacements on internal forces

with the help of the differential equation of bending and compressing the column

...

Interaction curves for statical limiting load capacities will be

**determined**takinginto consideration the influence of displacements on internal forces

**determined**with the help of the differential equation of bending and compressing the column

...

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### Contents

HYDRODYNAMIC FORCES | 1 |

WaveCurrent Force on Horizontal Cylinder | 7 |

DoubleFactor Method for the Linearization of Drag Force | 39 |

Copyright | |

45 other sections not shown

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### Common terms and phrases

added mass amplitude analysis applied approach approximately assumed body boundary calculated circular compared components computed considered correlation corresponding cylinder damping defined depends depth described determined direction distribution drag coefficient drift force effect elements Engineering equation estimate experimental experiments expressed extreme factor failure Figure flow fluid free surface frequency function given horizontal hydrodynamic important in-line included increase indicate integral length lift lift force linear load maximum mean measured Mechanics method mode motion nonlinear normal obtained Offshore oscillation parameters period pipeline potential predicted present pressure probability problem random range ratio reference relative reliability represented respectively response second order separation shear ship shown shows simulation solution structure surface Table term tests theory transverse uncertainty variables varying velocity vertical vortex wave force wave height