## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1American Society of Mechanical Engineers, 2006 - Arctic regions |

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Page 243

The average values of the two load histories

used , see Fig . 3 . The load time history is described in full by this time history

and a reference load , taken as e . g . the maximum load Fd , max corresponding

to the ...

The average values of the two load histories

**given**in Fig . 1 is recommendedused , see Fig . 3 . The load time history is described in full by this time history

and a reference load , taken as e . g . the maximum load Fd , max corresponding

to the ...

Page 417

004 Further background and details are

2001 ) . Here the Volkov ( 2001 ) model will be used , and the wave age

independent Charnock ( 1955 ) formula will be used as a reference for

comparison .

004 Further background and details are

**given**in Volkov ( 2001 ) and Jones (2001 ) . Here the Volkov ( 2001 ) model will be used , and the wave age

independent Charnock ( 1955 ) formula will be used as a reference for

comparison .

Page 471

Isaacson 1981 , Chakrabarti 1987 ) is

to plot the data , a probability must be assigned to each data point . To do this ,

the data is arranged according to the extreme value and suffix m is used to ...

Isaacson 1981 , Chakrabarti 1987 ) is

**given**as P ( x ) = 1 – exp - ( * ) ( 1 ) In orderto plot the data , a probability must be assigned to each data point . To do this ,

the data is arranged according to the extreme value and suffix m is used to ...

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### Contents

OFFSHORE TECHNOLOGY | 1 |

OMAE200692014 | 7 |

OMAE200692049 | 17 |

Copyright | |

32 other sections not shown

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added amplitude analysis applied approach ASME bending body bottom boundary calculated capacity coefficients collision compared comparison computed configuration considered Copyright coupled curve damage damping deck defined developed direction displacement distribution domain dynamic effects element energy Engineering equation estimate experimental experiments fatigue field Figure floating flow force frequency function given heave height hull hydrodynamic impact increase International joints length linear load locations mass maximum mean measured Mechanics method mode mooring motion natural nonlinear numerical obtained Ocean offshore operation parameters performed period pile pipe plate platform position predicted presented pressure problem ratio reduced reference relative represents respectively response riser sensor ship shown shows simulation soil solution static stiffness stress structure surface Table tank tension transverse unit values vertical vessel water depth wave weld wind