## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |

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Page 143

It will be noted that as tooth fillet radius increases , the SCF decreases for a

ratio of axial load to tooth load . This result is not as obvious as it may first appear

since increasing the tooth fillet radius increases the tooth height and therefore ...

It will be noted that as tooth fillet radius increases , the SCF decreases for a

**given**ratio of axial load to tooth load . This result is not as obvious as it may first appear

since increasing the tooth fillet radius increases the tooth height and therefore ...

Page 308

This

response measurements records of the ... c and K matrices are

GR + G , GR 65 ? , ( 21 ) K = - MG , ( 6 - 1 ( 22 ) 2 ) where G1 and GR are the real

and ...

This

**given**set of complex modes is assumed to have been identified fromresponse measurements records of the ... c and K matrices are

**given**by C = - M (GR + G , GR 65 ? , ( 21 ) K = - MG , ( 6 - 1 ( 22 ) 2 ) where G1 and GR are the real

and ...

Page 379

This can be vizualized as a travelling wave inside an envelope

product of the sine term and x Using a finite number of terms , the 3 matrices M ,

C and K may now be generated and the eigenvalues determined by standard ...

This can be vizualized as a travelling wave inside an envelope

**given**by theproduct of the sine term and x Using a finite number of terms , the 3 matrices M ,

C and K may now be generated and the eigenvalues determined by standard ...

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### Contents

Early Production Systems in the North | 31 |

Application of System Identification Technique to Damage Detection and Location in Offshore Platform | 77 |

Vibration Testing and Dynamic Analysis of Offshore Platform Models | 85 |

Copyright | |

28 other sections not shown

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analysis angle applied assumed axial bending cable calculated coefficient components Conference connection considered cost curve depth determined developed diameter direction displacement distribution dynamic effect element energy Engineering equation equipment estimated extreme factor fatigue field Figure flow force frequency function given important included increase installation International length limit linear load lower Marine mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performed period pile pipe platform position predicted presented pressure problem production range ratio response riser rope shear shown shows significant soil solution static stiffness strength stress structure surface Table Technology tension tower unit vane vertical vessel wave weight wire