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

### From inside the book

Results 1-3 of 60

Page 41

27 ( z – z ; ) ( 24 ) at i = 1 3.2 Solution of 1 To solve for 4b , we use a boundary

27 ( z – z ; ) ( 24 ) at i = 1 3.2 Solution of 1 To solve for 4b , we use a boundary

**integral**method based on the complex velocity potential ( see e.g. Grosenbaugh and Yeung , 1989 ) . Since ut represents an irrotational flow field ...Page 134

According to Ursell " ) , calculations considering the line

According to Ursell " ) , calculations considering the line

**integral**term in the steady Kelvin - Neumann problem has a meaning as the least singular solution at the intersection . On the other hand there are some with the opinion that ...Page 104

T oii - lim ? s ( t ) dt da dt C , ( ta ) mo 220 V222 r ( n + 1 ) Om vo ( 38 ) T. and an approximation and the Damage

T oii - lim ? s ( t ) dt da dt C , ( ta ) mo 220 V222 r ( n + 1 ) Om vo ( 38 ) T. and an approximation and the Damage

**Integral**Model is exact . The Rayleigh Model predicts growth during VA loading of a material which obeys the standard ...### What people are saying - Write a review

We haven't found any reviews in the usual places.

### 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 | |

26 other sections not shown

### Other editions - View all

### 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