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

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Page 67

Then a general

particular

the zeroth order problem by regarding the particular

Then a general

**solution**is composed by adding homogeneous**solution**to theparticular

**solution**, considering the interaction among cylinders in a similar way tothe zeroth order problem by regarding the particular

**solution**as some kind of ...Page 275

(10e) The

progressive reflected waves. The same result was obtained by Milgram (1965)

who used directly the consideration that the

(10e) The

**solution**of Equation (10) based on energy flux maximization eliminatesprogressive reflected waves. The same result was obtained by Milgram (1965)

who used directly the consideration that the

**solution**have no reflected waves.Page 303

In order to compare the results with linear

are also estimated which are shown in ... It can be seen from Figure 4 and Table

1 that the linear

In order to compare the results with linear

**solution**, the linearized approximationsare also estimated which are shown in ... It can be seen from Figure 4 and Table

1 that the linear

**solutions**can be give reasonable approximation when the ...### 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