## Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |

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Page 472

The displacement

determined in terms of the nodal displacement ... A calculation procedure for the

stiffness and mass matrices and the consistent load

element ...

The displacement

**vectors**{di} and (d) at the internal joints i and j will bedetermined in terms of the nodal displacement ... A calculation procedure for the

stiffness and mass matrices and the consistent load

**vector**of this spring-beamelement ...

Page 473

AN ALGORITHM FOR CALCULATION OF STIFFNESS AND MASS MATRICES

AND THE LOAD

member can be partly connected to a joint of the structure in one or a few

directions ...

AN ALGORITHM FOR CALCULATION OF STIFFNESS AND MASS MATRICES

AND THE LOAD

**VECTOR**OF PARTLY CONNECTED MEMBERS In practice amember can be partly connected to a joint of the structure in one or a few

directions ...

Page 113

direction Ax, - incremental structural displacement

structural velocity

and ...

**vector**of incremental hydrodynamic nodal point forces in-line with the wavedirection Ax, - incremental structural displacement

**vector**Axl - incrementalstructural velocity

**vector**Ax, - incremental structural acceleration**vector**The massand ...

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### Contents

OCEAN WAVES AND ENERGY | 1 |

Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |

Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |

Copyright | |

15 other sections not shown

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### Common terms and phrases

amplitude analysis applied approach assumed body boundary buoy calculated Circular coefficient compared compliant component considered correlation curve cylinder damping derived determined developed direction distribution domain drag drift dynamic effects energy Engineering equation experiments expressed field Figure flow fluid frequency function given height horizontal hydrodynamic increase installation interaction Journal length lift coefficient lift force linear load mass maximum mean measured method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio reference relative represent respectively response Reynolds number second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence uniform values velocity vertical vibration vortex water depth wave wind