## 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 36

The scattered field due to the specified incident wave propagating along the tank is

The scattered field due to the specified incident wave propagating along the tank is

**given**by (8). To make further progress the scattering properties of the body for waves propagating in the y direction, perpendicular to the tank walls, ...Page 108

f ( z , t ) ~ Kı ü ( z , t ) + KD Vio Ou ( z ) u ( z , t ) ( 2 ) sea state , then the resultant in - line hydrodynamic force acting at the MWL on a surface - piercing cylinder is

f ( z , t ) ~ Kı ü ( z , t ) + KD Vio Ou ( z ) u ( z , t ) ( 2 ) sea state , then the resultant in - line hydrodynamic force acting at the MWL on a surface - piercing cylinder is

**given**by Fox ( t ) and the approximate integral equation ...Page 308

For example , a criterion for structural failure is

For example , a criterion for structural failure is

**given**by Y UL k W ; I ( KD ) ] I / I ( K ) ] ls E ( 22 ) z Vi 1 a wil j u ; 1 where superscript ( pa ) and ( 0 ) are used to denote the Do - th failure stage and the intact condition .### 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