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

### From inside the book

Results 1-3 of 86

Page 67

Each of these two problems is solved by first seeking a particular

satisfies corresponding inhomogeneous free surface condition as well as the

Laplace equation and boundary conditions at sea bottom and far field. Then a ...

Each of these two problems is solved by first seeking a particular

**solution**whichsatisfies corresponding inhomogeneous free surface condition as well as the

Laplace equation and boundary conditions at sea bottom and far field. Then a ...

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 Figure 4 as well. The computed root mean

square responses are listed in Table 1 . It can be seen from Figure 4 and Table ...

In order to compare the results with linear

**solution**, the linearized approximationsare also estimated which are shown in Figure 4 as well. The computed root mean

square responses are listed in Table 1 . It can be seen from Figure 4 and Table ...

### What people are saying - Write a review

We haven't found any reviews in the usual places.

### Contents

OCEAN WAVES AND ENERGY | 1 |

HYDRODYNAMIC FORCES | 45 |

COMPUTATIONAL HYDRODYNAMICS | 91 |

Copyright | |

7 other sections not shown

### Other editions - View all

### 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