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

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Page 357

... v6 = M.sv'" - At K's (*#).'" + p'') f n) At – At :au'v'. – Re D.sv'" (16) where Mag = f h

N,Ng dz dy :-J/N.'s, 2. K's = // N.'s, 6.N., 6.Ng Da6 = o “"g d f h ( 6x 6x We can

construct the following global

in ...

... v6 = M.sv'" - At K's (*#).'" + p'') f n) At – At :au'v'. – Re D.sv'" (16) where Mag = f h

N,Ng dz dy :-J/N.'s, 2. K's = // N.'s, 6.N., 6.Ng Da6 = o “"g d f h ( 6x 6x We can

construct the following global

**matrix**by assembling the element**matrix**obtainedin ...

Page 472

The spring

i-j), see also Fig.1. ... Having denoted the total member displacements by {d} and

the total spring

The spring

**matrices**are respectively [r] and [r] at the joints i and j of the member (i-j), see also Fig.1. ... Having denoted the total member displacements by {d} and

the total spring

**matrix**by [r], i.e., _|{di} {d} -' --- (1) and _|[r] 0 [r] - 0 : - (2) the ...Page 473

In this case, the corresponding spring

” (17) It is clear from above that a zero spring-deformation

rigid connection whereas a unit spring-deformation

In this case, the corresponding spring

**matrix**can be calculated from, [f]=[k] (al'-[I]).” (17) It is clear from above that a zero spring-deformation

**matrix**corresponds to arigid connection whereas a unit spring-deformation

**matrix**corresponds to a ...### What people are saying - Write a review

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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