## 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 115

In this paper , using the released numerical calculating method and

In this paper , using the released numerical calculating method and

**added**shown in References ( Saijo , et al . , 1989 , 1990a , 19906 , 1991 ) , magnification factor of absolute acceleration response of submerged hyperboloidal shell ...Page 223

[ a , ] , [ 4 ] , [ b ] , [ bz ) are the 3 x 3 partitions of the 6 x 6 constant

[ a , ] , [ 4 ] , [ b ] , [ bz ) are the 3 x 3 partitions of the 6 x 6 constant

**added**- mass coefficient matrix As with the negative sign included ( see Eq . ( 5 ) ) , that is , A.1 A12 A13 i = 1,2,3 [ a , ) = - Azi Aza Azz ...Page 277

The

The

**added**mass obtained by the experiments increases as the clearance decreases . It is similar to the increment of**added**mass on a floating body in shallow water ( Takaki , 1975 ) , because the clearance between the top of inner pile ...### 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