## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |

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Page 693

Proceedings of OMAE04 23rd International Conference on Offshore Mechanics

and Arctic Engineering June 20 - 25 , 2004 , Vancouver , British Columbia ,

Canada A NUMERICAL METHOD TO SOLVE THE STATIC

Proceedings of OMAE04 23rd International Conference on Offshore Mechanics

and Arctic Engineering June 20 - 25 , 2004 , Vancouver , British Columbia ,

Canada A NUMERICAL METHOD TO SOLVE THE STATIC

**PROBLEM**OF A ...Page 694

Given the cable ' s physical properties ( diameter D ( s ) , weight per unit length Y

( s ) and bending stiffness El ( s ) ) , the geometry of the

coordinate X , , vertical top coordinate Z , , total length of the riser 1 , ) , the ...

Given the cable ' s physical properties ( diameter D ( s ) , weight per unit length Y

( s ) and bending stiffness El ( s ) ) , the geometry of the

**problem**( horizontal topcoordinate X , , vertical top coordinate Z , , total length of the riser 1 , ) , the ...

Page 1156

1 Small Amplitude Wave Boundary Value

describes and solves the small amplitude water wave boundary value

The small wave height relative to length approximation implies small wave

slopes ...

1 Small Amplitude Wave Boundary Value

**Problem**The Airy wave theorydescribes and solves the small amplitude water wave boundary value

**problem**.The small wave height relative to length approximation implies small wave

slopes ...

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### Contents

PART | 595 |

000000000000000000000000000000000000000000 | 605 |

OFFSHORE TECHNOLOGY | 608 |

Copyright | |

29 other sections not shown

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### Common terms and phrases

added amplitude analysis angle applied approach ASME assumed barge bending boundary buoy calculated capacity coefficient combined components computed connection considered Copyright corresponding damage damping deck depth determined developed diameter direction displacement dynamic effect element Engineering equation estimated event factor fatigue field Figure force FPSO frequency function given height horizontal hull iceberg impact increase installation jacket joint length limit linear load marine mass maximum mean measured method model tests mooring mooring lines mooring system motion natural numerical obtained Offshore operation parameters performed period pile pitch platform position possible potential predicted presented pressure problem range relative response riser shear ship shown shows simulations skirt solution spar speed strength stress structure surface Table tank tension trench values velocity vertical vessel wall wave wind