## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |

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Page 138

This synthetic force record may be

structural stress in Fig . 6 ( a ) . They are not

since the synthetic record , after being normalized by 1 / 2 PDCd , is in ft / s2 and

the ...

This synthetic force record may be

**compared**, qualitatively , to the recordedstructural stress in Fig . 6 ( a ) . They are not

**comparable**on an absolute scale ,since the synthetic record , after being normalized by 1 / 2 PDCd , is in ft / s2 and

the ...

Page 160

The resulting wall thicknesses are

) shows for major braces in the height of the tower , comparisons between the

wall thicknesses calculated with the Quickwave ( labeled " HYDROSTATICS

WITH ...

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

WITH ...

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 | |

25 other sections not shown

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### Common terms and phrases

amplitude analysis applied approach assessment assumed boundary calculated coefficient compared components considered correlation corresponding cost crack curve cylinder damping depth determined developed direction distribution drag dynamic effects energy Engineering equation estimated expressed extreme factor failure fatigue field Figure flow fluid frequency function given height hydrodynamic important increase initial inspection installation integration interaction joints length lift force limit linear load mass maximum mean measured Mechanics method modes mooring motion nonlinear normal obtained offshore operation oscillation parameters peak performed period phase platform potential predicted present pressure probability problem procedure random range ratio relative reliability represent respectively response risk safety shown shows significant simulation solution statistical stress structure surface Table variables velocity wave wind