## 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 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

SPECIAL SESSION HYDRODYNAMICS | 1 |

HYDRODYNAMIC FORCES | 29 |

Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |

Copyright | |

47 other sections not shown

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### Common terms and phrases

acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces