## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 6American Society of Mechanical Engineers, 1999 - Arctic regions |

### From inside the book

Results 1-3 of 42

Page 33

+ 1/4 3ghk or w2 At the corners of the plate , there can be concentrated In Region

II , if we couple the

torsional moment along plate ,

+ 1/4 3ghk or w2 At the corners of the plate , there can be concentrated In Region

II , if we couple the

**equations**of motion of the shear force to compensate for thetorsional moment along plate ,

**equation**( 1 ) , and the fluid ,**equation**( 6 ) , we ...Page 34

By defining a real , positive number k , such that k = -H . , 3.2 Solutions of

Helmholtz

hydroelastic problem to be solved is designated by four Helmholtz

Wo , 41 , 42 and ...

By defining a real , positive number k , such that k = -H . , 3.2 Solutions of

Helmholtz

**equations equation**( 17 ) for j = 0 can be written as Now thehydroelastic problem to be solved is designated by four Helmholtz

**equations**forWo , 41 , 42 and ...

Page 55

The mooring force of r - th motion mode in time domain becomes following

20 ) And , 2nd - order tension is expressed by following

+72 ) ...

The mooring force of r - th motion mode in time domain becomes following

**equation**, 41 ( 0 ) 2 21760 ) 1 . ... First - order tension is given by , T “ ) = kums (20 ) And , 2nd - order tension is expressed by following

**equations**: T ( 2 ) = 7,2 )+72 ) ...

### What people are saying - Write a review

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

### Contents

VERY LARGE FLOATING STRUCTURE | 1 |

OMAE99OSU3057 | 9 |

OMAE99OSU3058 | 17 |

Copyright | |

21 other sections not shown

### Other editions - View all

### Common terms and phrases

amplitude analysis angle applied ASME assumed bending body bottom buoy buoyant cable cage calculated coefficient compared component considered construction Copyright cost deck deflection depth developed diameter direction displacement distance distribution domain dynamic effect elastic element energy Engineering equation estimate experiment experimental Figure fish floating structure flow frame frequency function given grid horizontal hydrodynamic hydroelastic incident wave increases International Japan length lift force linear loading located mass maximum mean measured Mechanics meters method modal mode mooring motion navigation obtained Ocean Offshore operate period pipeline position presented pressure pump relative represented resonant respectively response robot scale shown shown in Fig shows significant simulation spectrum surface surge Table tank tension Theseus towed unit University vehicle velocity vertical wave height wind