## 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 76

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 473

AN ALGORITHM FOR

AND THE LOAD VECTOR OF PARTLY ... a w (18) The spring deformation, xi, is

AN ALGORITHM FOR

**CALCULATION**OF STIFFNESS AND MASS MATRICESAND THE LOAD VECTOR OF PARTLY ... a w (18) The spring deformation, xi, is

**calculated**from xi = f; /ri where f is the spring force which equals the member ...Page 249

The numerical

found to be very practical, ... Using the stress range Ao , the stress intensity

factors for crack depth AK, and crack width AK2 can be

6) and ...

The numerical

**calculation**procedure, which is incorporated into the CFA andfound to be very practical, ... Using the stress range Ao , the stress intensity

factors for crack depth AK, and crack width AK2 can be

**calculated**with equation (6) and ...

### What people are saying - Write a review

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

### Contents

OCEAN WAVES AND ENERGY | 1 |

Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |

Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |

Copyright | |

15 other sections not shown

### Other editions - View all

### Common terms and phrases

amplitude analysis applied approach assumed body boundary buoy calculated Circular coefficient compared compliant component considered correlation curve cylinder damping derived determined developed direction distribution domain drag drift dynamic effects energy Engineering equation experiments expressed field Figure flow fluid frequency function given height horizontal hydrodynamic increase installation interaction Journal length lift coefficient lift force linear load mass maximum mean measured method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio reference relative represent respectively response Reynolds number second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence uniform values velocity vertical vibration vortex water depth wave wind