## 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 74

Page 159

The Quickwave

than the full-analysis method. Figure 6 depicts the design shear envelopes for the

flextower. The thicker line is labeled " FULL ANALYSIS" and was

...

The Quickwave

**calculated**a base overturning moment that was about 3% lessthan the full-analysis method. Figure 6 depicts the design shear envelopes for the

flextower. The thicker line is labeled " FULL ANALYSIS" and was

**calculated**with...

Page 160

The approximate method does excellently in matching the wall thicknesses

thicknesses

...

The approximate method does excellently in matching the wall thicknesses

**calculated**from the full analysis and design. Figure 8(a) compares the leg wallthicknesses

**calculated**with the Quickwave approach compared with the rigorous...

Page 249

The analytical integration of the crack growth law as theoretically shown in

equation (4) is in general not possible due to the complex relation between the

crack depth and the SIF, therefore numerical

applied.

The analytical integration of the crack growth law as theoretically shown in

equation (4) is in general not possible due to the complex relation between the

crack depth and the SIF, therefore numerical

**calculation**procedures have to beapplied.

### 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