## 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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Page 72

In a local

In a local

**coordinate**system ( t , n ) along the fixed boundaries ( see Fig . 1 ) this condition is given by : au = 0 ( 2 ) at see In the present discrete vortex model a boundary layer model is included . The boundary layer model can ...Page 574

Ye - de TRANSFORMATION MATRIX duya - duy ) cduy21 ve Xq - dt This chapter presents a transformation matrix ( T4 ) , which transfers displacements measured in the global

Ye - de TRANSFORMATION MATRIX duya - duy ) cduy21 ve Xq - dt This chapter presents a transformation matrix ( T4 ) , which transfers displacements measured in the global

**coordinate**system XYZ to displacements measured in the local ...Page 660

Introducing the straindisplacement relation and the stress - strain relation for an axisymmetric thin shell element , mass matrix and stiffness matrix of the shell are finally represented in the local

Introducing the straindisplacement relation and the stress - strain relation for an axisymmetric thin shell element , mass matrix and stiffness matrix of the shell are finally represented in the local

**coordinate**system as follows ...### 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