## 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 67

Page 68

Then the particular solution of <p\s around cylinder I, which satisfies the

inhomogeneous free surface condition, can be

over the free surface i. e. (34a) As mentioned before this solution satisfies

ordinary ...

Then the particular solution of <p\s around cylinder I, which satisfies the

inhomogeneous free surface condition, can be

**obtained**by the following integralover the free surface i. e. (34a) As mentioned before this solution satisfies

ordinary ...

Page 356

(5) In this equation, the pressure term is treated explicitly and w' can be

directly. However, the solution w does not satisfy the continuity equation.

Subtracting equation (5) from (4), it is

p") At ...

(5) In this equation, the pressure term is treated explicitly and w' can be

**obtained**directly. However, the solution w does not satisfy the continuity equation.

Subtracting equation (5) from (4), it is

**obtained**: 1 -ve" + #A'" i:(n+1) — w - - v (**) -p") At ...

Page 374

The following conclusions are

independent of the COV[SC], for COV[SC] less than approximately 0.15. This

means that a deterministic description of the structural resistance (i.e the system

capacity SC) ...

The following conclusions are

**obtained**: - The reliability index is almostindependent of the COV[SC], for COV[SC] less than approximately 0.15. This

means that a deterministic description of the structural resistance (i.e the system

capacity SC) ...

### 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