## Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |

### From inside the book

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Page 66

By the property of Bessel functions and hyherbolic functions, the element of

matrix R n (rj ) becomes the modified Bessel function of second kind e~ innl2Kn

O^ml^)) and the element of

By the property of Bessel functions and hyherbolic functions, the element of

matrix R n (rj ) becomes the modified Bessel function of second kind e~ innl2Kn

O^ml^)) and the element of

**vector**Z(z) becomes cosine function (cosjjtj (z + h) I ...Page 124

(1) where each element of the mass, damping and stiffness matrices is a

submatrix (Kareem & Song, 1993), j = 1, 2 and F , is the force

points of S<J' .One exception is the points on boundary B , where force

be ...

(1) where each element of the mass, damping and stiffness matrices is a

submatrix (Kareem & Song, 1993), j = 1, 2 and F , is the force

**vector**at the nodalpoints of S<J' .One exception is the points on boundary B , where force

**vector**canbe ...

Page 113

(5) where M - mass matrix C - damping matrix K - stiffness matrix AF, -

incremental hydrodynamic nodal point forces in-line with the wave direction Ax, -

incremental structural displacement

(5) where M - mass matrix C - damping matrix K - stiffness matrix AF, -

**vector**ofincremental hydrodynamic nodal point forces in-line with the wave direction Ax, -

incremental structural displacement

**vector**Ax, - incremental structural velocity ...### What people are saying - Write a review

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### Contents

OCEAN WAVES AND ENERGY | 1 |

HYDRODYNAMIC FORCES | 45 |

COMPUTATIONAL HYDRODYNAMICS | 91 |

Copyright | |

7 other sections not shown

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### Common terms and phrases

added mass amplitude analysis boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction drag coefficient drag force drift force dynamic effects energy Engineering envelope equation experimental Figure fluid Fluid Mechanics free surface heave Hilbert transform horizontal hydrodynamic hydrodynamic force incident wave increase installation interaction irregular waves lift coefficient lift force linear load control lock-in matrix maxima maximum measured method model tests modes mooring line nonlinear obtained Ocean OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio Reynolds number riser seastate second-order shear shedding frequency shown simulation solution spectral spectrum stationary cylinder stiffeners Strouhal Strouhal number transfer function transverse turbulence uniform flow values vector velocity potential vertical vibration vortex shedding water depth wave force wave frequency wave height wave power wind