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 calculated a base overturning moment that was about 3% less
than 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 ...
The Quickwave calculated a base overturning moment that was about 3% less
than 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 CALCULATION OF STIFFNESS AND MASS MATRICES
AND 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 ...
AN ALGORITHM FOR CALCULATION OF STIFFNESS AND MASS MATRICES
AND 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 calculation procedure, which is incorporated into the CFA and
found 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 ...
The numerical calculation procedure, which is incorporated into the CFA and
found 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