## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |

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Page 356

INTRODUCTION From the advent of fixed platform

INTRODUCTION From the advent of fixed platform

**development**for the retrieval of hydro - carbons offshore , the concepts**developed**comprised steel jacket sub - structures which are piled through the seabed to give required geotechnical ...Page 177

The values for Rpw and Rps depend on the distance from fully

The values for Rpw and Rps depend on the distance from fully

**developed**sea ( e , and E. ) and equals one for fully**developed**sea . The limits for & , and , equal one are Rp and Rs . Rp and Rs depend on Hmo according to Equations ( 17 ) ...Page 360

CONCLUSIONS A practical and general engineering procedure has been

CONCLUSIONS A practical and general engineering procedure has been

**developed**for the assessment and requalification of existing offshore platforms. The procedure involves four levels of analysis of increasing detail and difficulty so ...### What people are saying - Write a review

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### Contents

OCEAN WAVES AND ENERGY | 1 |

OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 13 |

The Effect of NonColinear Wave Wind and Current Loading on Dynamic Response of a Tension | 17 |

Copyright | |

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acceleration added amplitude analysis angle applied approach approximately assumed body boundary calculated coefficients compared Comparison components computed considered coordinate corresponding cylinder damping defined depth determined developed direction displacement distribution domain drag drift dynamic effects element Engineering equation estimate experimental experiments expressed field Figure floating flow fluid force frequency function given horizontal hydrodynamic incident included increase integral interaction joint length lift force linear loading mass mean measured method mode mooring motion nonlinear observed obtained Ocean Offshore oscillating parameters peak period pile platform potential predicted presented problem random range ratio relative represent Research respectively response ship shown shows significant simulation solution spectrum speed storm structure surface surge Table tests theory values velocity vertical wave wave height wind