## 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 104

Two curves are shown , one

Two curves are shown , one

**corresponds**to the full solution for the wavemaker wave amplitude while the other**corresponds**to ... Again , fin each case , two curves will be shown**corresponding**to the inclusion or neglect of the evanescent ...Page 276

t /c DSS LEGEND: Lines with equal strain combinations i.e ya ± ycy Neqv - Equivalent number of cycles

t /c DSS LEGEND: Lines with equal strain combinations i.e ya ± ycy Neqv - Equivalent number of cycles

**corresponding**to expected value of cyclic shear stress Neqv' " Equivalent number of cycles**corresponding**to expected value of cyclic ...Page 320

On the other hand, when the imperfections in two adjacent bays are in the same direction (symmetric), the

On the other hand, when the imperfections in two adjacent bays are in the same direction (symmetric), the

**corresponding**design point profile results in an imperfection amplitude greater than the mean value in one bay, and less than the ...### 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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### Common terms and phrases

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