## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |

### From inside the book

Results 1-3 of 18

Page 571

Pedersen Department of Ocean ... an A finite element procedure is proposed for

and ...

**EARTHQUAKE**RESPONSE OF OFFSHORE STRUCTURES Y. Bai and P. T.Pedersen Department of Ocean ... an A finite element procedure is proposed for

**earthquake**response analyses of three - dimensional frames with geometricaland ...

Page 577

8 Effects of

drag forces Not including drag forces Fig . 10 Foundation stiffness effects (

mm ) 3 ...

8 Effects of

**earthquake**acceleration scale factors 24004 3200 1200 Includingdrag forces Not including drag forces Fig . 10 Foundation stiffness effects (

**earthquake**acceleration scale factor 3.0 ) 800 400F DECK DISPLACEMENT (mm ) 3 ...

Page 352

In addition it is assumed that

i.e. their recurrence rate does not vary with time ... The following

catalogs have been considered and have been critically compared with other

relevant ...

In addition it is assumed that

**earthquakes**follow a stationary Poisson process ,i.e. their recurrence rate does not vary with time ... The following

**earthquake**catalogs have been considered and have been critically compared with other

relevant ...

### What people are saying - Write a review

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

### Contents

CONTENTS | 131 |

High Frequency Hydrodynamic Damping of a TLP | 147 |

A Comparison of Results | 153 |

Copyright | |

50 other sections not shown

### Other editions - View all

### Common terms and phrases

acceleration added amplitude analysis angle applied approach approximately assumed body boundary cable calculated coefficients compared components computed considered constant coordinate corresponding cylinder damping depth determined developed diffraction direction displacement distribution domain drag drift dynamic effect element Engineering equation estimated experimental experiments expressed field Figure floating flow fluid force free surface frequency function given height hydrodynamic included increase integral length lift force linear load mass maximum mean measured Mechanics method mode mooring motion natural nonlinear obtained Offshore operation oscillation period phase pile platform position potential predicted present pressure problem production range ratio relative represents respectively response second-order separation ship shown shows simulation solution stiffness structure surface surge Table Technology tension tests theory values velocity vertical vessel wave