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

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Page 138

Figure 10 shows similar results , namely that Delta is more conservative than Wheeler , for synthetic force records obtained using random phases ( unconditioned simulation ) . synthetic wave trace can be

Figure 10 shows similar results , namely that Delta is more conservative than Wheeler , for synthetic force records obtained using random phases ( unconditioned simulation ) . synthetic wave trace can be

**compared**to the " groupiness ...Page 160

The resulting wall thicknesses are

The resulting wall thicknesses are

**compared**in Figs . 8 ( a ) and ( b ) . Figure 8 ( b ) shows for major braces in the height of the tower , comparisons between the wall thicknesses calculated with the Quickwave ( labeled " HYDROSTATICS ...Page 317

Spectra and relative phases angles of the bending moment at -5 m and -125 m from a single time domain simulation and from the frequency domain analysis are

Spectra and relative phases angles of the bending moment at -5 m and -125 m from a single time domain simulation and from the frequency domain analysis are

**compared**in Fig . 3. The two spectra at -125 m are almost identical , while the ...### 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 | |

17 other sections not shown

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### Common terms and phrases

amplitude analysis applied approach approximately assumed body boundary buoy calculated Circular coefficient compared components considered correlation corresponding 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 Mechanics method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio relative represent respectively response Reynolds number risk second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence values velocity vertical vibration vortex water depth wave wind