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

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Results 1-3 of 79

Page 91

Fig.6 Measured and calculated in - line

Fig.6 Measured and calculated in - line

**displacements**of towed pipe ( fixed at top ) . & afn + the + afnt the 0 = avk ... 8u + u + 1 ( 182 ) only on node values ,**displacement**, velocity and acceleration . The matrix which is obtained ...Page 206

In a linear one - dimensional continuous system , the

In a linear one - dimensional continuous system , the

**displacement**response spectrum at a location , s , may be specified by the following integral equation ; In both the cases of the experimental and numerical results , the response ...Page 660

( M * ] = [ Ms * ) + [ Ma * ] - ( 2 ) where [ M , * ] = mass matrix of the shell in the global coordinate system ; [ Ma * ) = added mass matrix in the global coordinate system . the nodal

( M * ] = [ Ms * ) + [ Ma * ] - ( 2 ) where [ M , * ] = mass matrix of the shell in the global coordinate system ; [ Ma * ) = added mass matrix in the global coordinate system . the nodal

**displacement**vector .### What people are saying - Write a review

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### Contents

CONTENTS | 131 |

High Frequency Hydrodynamic Damping of a TLP | 147 |

A Comparison of Results | 153 |

Copyright | |

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### 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