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

### From inside the book

Results 1-3 of 74

Page 159

The Quickwave

than the full - analysis method . overprediction of base shear is small ( well within

10 % ) . The ability to mimic quite differently shaped design shear moments is ...

The Quickwave

**calculated**a base overturning moment that was about 3 % lessthan the full - analysis method . overprediction of base shear is small ( well within

10 % ) . The ability to mimic quite differently shaped design shear moments is ...

Page 268

The expansion has an error term of O ( 10 - " ) which is small enough when used

in double - precision

system of equations generated by Eqs . ( 16 ) and ( 17 ) , the potential anywhere

...

The expansion has an error term of O ( 10 - " ) which is small enough when used

in double - precision

**calculations**as ... PELULy , is**calculated**by solving thesystem of equations generated by Eqs . ( 16 ) and ( 17 ) , the potential anywhere

...

Page 249

With the new crack dimensions 21 + 1 and C1 + 1 the next step can be

, starting with point 1 above . The

crack depth ag or the required number of cycles N . The numerical

With the new crack dimensions 21 + 1 and C1 + 1 the next step can be

**calculated**, starting with point 1 above . The

**calculation**has to be continued until the finalcrack depth ag or the required number of cycles N . The numerical

**calculation**...### What people are saying - Write a review

We haven't found any reviews in the usual places.

### 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

### Other editions - View all

### 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