## 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 139

•The coefficient matrix is diagonal , simplifying the solution . where , Solution

using Implicit Integration Scheme Auli ) At time t + at , proceed as follows : tK

Increment in

Tangent ...

•The coefficient matrix is diagonal , simplifying the solution . where , Solution

using Implicit Integration Scheme Auli ) At time t + at , proceed as follows : tK

Increment in

**displacement**, for iteration i MC - Mass and Damping Matrices =Tangent ...

Page 297

The wave kinematics for all three cases were calculated in the deformed

configuration ( large

included . position . The peak

maximum variation ...

The wave kinematics for all three cases were calculated in the deformed

configuration ( large

**displacement**effects ) . Relative velocity effects wereincluded . position . The peak

**displacement**is approximately 260 feet . Themaximum variation ...

Page 301

do 01 ' sdixo xxs isve X - DECK

TENSION ( KIPS ) * X - DECK DI SPLACEMENT ET - 1 10 - 10 = DEOX

RESPONSE GET2 - SEC ) » VERTICAL

TENSION ...

do 01 ' sdixo xxs isve X - DECK

**DISPLACEMENT**FT ) * 101 10 - 10 - * TENOONTENSION ( KIPS ) * X - DECK DI SPLACEMENT ET - 1 10 - 10 = DEOX

RESPONSE GET2 - SEC ) » VERTICAL

**DISPLACEMENT**ET * 10 TENDONTENSION ...

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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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### Common terms and phrases

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