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

### From inside the book

Results 1-3 of 85

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 ...Page 654

The natrix [ K ( to ) is

The natrix [ K ( to ) is

**determined**as the non - linear secant stiffness matrix of the anchoring system refering to the chosen geometrical center of the platform . The procedure for**determining**the scant stiffness matrix is to**determine**...Page 740

Interaction curves for statical limiting load capacities will be

Interaction curves for statical limiting load capacities will be

**determined**taking into consideration the influence of displacements on internal forces**determined**with the help of the differential equation of bending and compressing the ...### What people are saying - Write a review

We haven't found any reviews in the usual places.

### 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

### Other editions - View all

### 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