## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |

### From inside the book

Results 1-3 of 83

Page 252

Wave elevation , $ ( t ) , can be expressed as the product of a slowly varying

envelope , a ( t ) , and a function for modulating the phase , o ( t ) , i . e . , So far

two major

SIWEH ...

Wave elevation , $ ( t ) , can be expressed as the product of a slowly varying

envelope , a ( t ) , and a function for modulating the phase , o ( t ) , i . e . , So far

two major

**methods**are available for simulation of wave groups . One is theSIWEH ...

Page 260

the direct

That is , if frequency w is used to express nodal displacement and wave exciting

force as equations ( 2 ) and ( 3 ) respectively , equation of motion ( 1 ) is ...

the direct

**method**can be applied and the response can be obtained fairly easily .That is , if frequency w is used to express nodal displacement and wave exciting

force as equations ( 2 ) and ( 3 ) respectively , equation of motion ( 1 ) is ...

Page 321

The efficiency of the

presented by benchmark calculations . Numerical examples on hydroelastic

analysis of a VLFS located on a variable shallow water depth and topography are

...

The efficiency of the

**method**both in storage requirement and computation time ispresented by benchmark calculations . Numerical examples on hydroelastic

analysis of a VLFS located on a variable shallow water depth and topography are

...

### What people are saying - Write a review

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

### Contents

OMAE2001OSU5019 | 93 |

OMAE2001OSU5021 | 101 |

A Ship Maneuvering Control Framework | 111 |

Copyright | |

30 other sections not shown

### Other editions - View all

### Common terms and phrases

amplitude analysis angle applied assumed basin beach bending body bottom breakwater bridge calculated changes characteristics coefficient compared components concept Conference considered construction deformation depth developed direction displacement distribution dynamic effects elastic element Engineering equation evaluate experiment experimental field Figure floating structure flow force frequency function girder hindcast horizontal hydrodynamic hydroelastic International Japan layer length linear load marine mass mean measured Mega-Float method mode modules mooring motion numerical observed obtained ocean offshore operation performance plate predicted present pressure problem Proceedings reduce region regular waves Research respectively response rigid ship shoreline shown shows side significant simulation spectrum storm submerged plate surface Table turbine University vertical displacements VLFS wave energy wave height wave period wind