## 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

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Page 115

INTEGRAL EQUATIONS complementary integral equations are

together , the only significant computational effort required to solve the extra

integral equation for the source strength is the time required to solve the

corresponding ...

INTEGRAL EQUATIONS complementary integral equations are

**evaluated**together , the only significant computational effort required to solve the extra

integral equation for the source strength is the time required to solve the

corresponding ...

Page 574

The transformation matrix ( T4 ] is

- dt ) is a matrix which transfers the global nodal displacements to the local

coordinate system at time t - dt . ( AT ) is matrix which transfers the displacements

...

The transformation matrix ( T4 ] is

**evaluated**as ( T ) [ AT ] [ Tt - dt ( 25 ) where ( Tt- dt ) is a matrix which transfers the global nodal displacements to the local

coordinate system at time t - dt . ( AT ) is matrix which transfers the displacements

...

Page 43

The maximum hurricane wind , wave , current , and resultant load at the site as

the storm passes depend on these parameters and can be

the foregoing hurricane field models and load equations . This maximum value is

...

The maximum hurricane wind , wave , current , and resultant load at the site as

the storm passes depend on these parameters and can be

**evaluated**based onthe foregoing hurricane field models and load equations . This maximum value is

...

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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