## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |

### From inside the book

Results 1-3 of 3

Page 75

... LTD Livro Fructore * -noyale 2007 3750 2 CRACK DECK PLATE 1 : 25 0 20 80

100 40 60 LIFETIME ( YEARS ) LONGITUDINAL

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... LTD Livro Fructore * -noyale 2007 3750 2 CRACK DECK PLATE 1 : 25 0 20 80

100 40 60 LIFETIME ( YEARS ) LONGITUDINAL

**STIFFENERS**( 300x30 )**STIFFENERS**AT TRANSVERSE FRAMES WELDED ON THE**STIFFENERS**(300x 30 ) ...

Page 76

The geometry function is derived using the finite element method , Dalane and

Lotsberg ( 1989 ) , where the data is fitted to a second order polynomial Y ( a ) =

1.26–0.68a / + 3.2 ( a / w ) ? where w is the height of the longitudinal

The geometry function is derived using the finite element method , Dalane and

Lotsberg ( 1989 ) , where the data is fitted to a second order polynomial Y ( a ) =

1.26–0.68a / + 3.2 ( a / w ) ? where w is the height of the longitudinal

**stiffeners**.Page 77

... CRACK DECK PLATE T : 25 0 20 00 100 40 60 LIFETIME ( YEARS )

LONGITUDINAL

TRANSVERSE FRAMES WELDED ON THE

ܦܐ 800

... CRACK DECK PLATE T : 25 0 20 00 100 40 60 LIFETIME ( YEARS )

LONGITUDINAL

**STIFFENERS**( 300x30 ) 100x12**STIFFENERS**ATTRANSVERSE FRAMES WELDED ON THE

**STIFFENERS**( 300x 30 ) 100x12ܦܐ 800

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

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### Contents

Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |

HYDRODYNAMIC FORCES | 47 |

The Force Coefficients on Inclined Cylinder in Random Wave and Current | 57 |

Copyright | |

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### Common terms and phrases

acting added mass amplitude analysis applied array assumed body boundary calculated circular coefficient compared comparison component considered constant corresponding crest cylinder damping defined dependent depth determined direction distribution domain drag drift dynamic effect element elevation Engineering equation estimated experimental experiments expressed Figure flow fluid forward speed frequency function given heave horizontal hydrodynamic increase integral irregular length lift force linear load maximum mean measured method mooring motion nonlinear obtained Offshore oscillation parameters period phase pile plate potential predicted present pressure problem radiation range ratio reference regular waves relative respectively response riser second-order ship shown shown in Fig simulation solution spectra spectrum structure surface surge Table theory velocity vertical vessel wave force wave height wind