## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |

### From inside the book

Results 1-3 of 81

Page 144

in a more

For K 4 . 5 To verify the efficacy of the

between results published by Broadbent and Fessler ( 14 ) of a photoelastic

study of ...

in a more

**Equations**( 6a ) to ( 7b ) can be expressed convenient polynomial formFor K 4 . 5 To verify the efficacy of the

**equation**, a comparison was madebetween results published by Broadbent and Fessler ( 14 ) of a photoelastic

study of ...

Page 306

The

implementation of the estimation scheme to be ... The discrete time form of

W2 !

The

**equations**of motion for the idealized model are thus Since the practicalimplementation of the estimation scheme to be ... The discrete time form of

**equation**( 3 ) is MČ + 8 + K x = w ( t ) where ( 5 ) x = [ Xq , X2 . . . . , x " w = [ W ,W2 !

Page 308

19 P = diag ( P2 , P2 , . . . , Pg ? Using this definition of the complex modal matrix ,

satisfy the following homogenuous system

19 P = diag ( P2 , P2 , . . . , Pg ? Using this definition of the complex modal matrix ,

**equations**( 18 ) can be written ... These modal parameters were shown in ( 1 ) tosatisfy the following homogenuous system

**equation**We should note that the ...### What people are saying - Write a review

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

### Contents

Early Production Systems in the North | 31 |

Application of System Identification Technique to Damage Detection and Location in Offshore Platform | 77 |

Vibration Testing and Dynamic Analysis of Offshore Platform Models | 85 |

Copyright | |

28 other sections not shown

### Other editions - View all

### Common terms and phrases

analysis angle applied assumed axial bending cable calculated coefficient components Conference connection considered cost curve depth determined developed diameter direction displacement distribution dynamic effect element energy Engineering equation equipment estimated extreme factor fatigue field Figure flow force frequency function given important included increase installation International length limit linear load lower Marine mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performed period pile pipe platform position predicted presented pressure problem production range ratio response riser rope shear shown shows significant soil solution static stiffness strength stress structure surface Table Technology tension tower unit vane vertical vessel wave weight wire