## 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 691

The algorithm uses an implicit formulation for transfer

internal forces . ... of member ( D ) : Overall structural displacement vector ( Hop (

w ) ] : Structural transfer

hr ...

The algorithm uses an implicit formulation for transfer

**functions**of memberinternal forces . ... of member ( D ) : Overall structural displacement vector ( Hop (

w ) ] : Structural transfer

**function**matrix ( w ) : Transfer**function**vector of memberhr ...

Page 695

AN IMPLICIT CALCULATION PROCEDURE FOR A MEMBER STRESS

SPECTRUM IV w ) ) vector LU ) ; a The essence of the alternative procedure is

such that the displacement field is eliminated from the calculation of transfer

AN IMPLICIT CALCULATION PROCEDURE FOR A MEMBER STRESS

SPECTRUM IV w ) ) vector LU ) ; a The essence of the alternative procedure is

such that the displacement field is eliminated from the calculation of transfer

**functions**of ...Page 697

are as а the variances calculated

compared in Fig . 8b . stress at 50.0 30.60 calculation , the deep water wave

theory is used . The transfer

improved ...

are as а the variances calculated

**function**of significant wave height andcompared in Fig . 8b . stress at 50.0 30.60 calculation , the deep water wave

theory is used . The transfer

**function**of the the bottom is calculated by using a )improved ...

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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