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 73
Page 184
The upper curve represents the result of increasing the project costs by 20% to
account for the uncertainty associated with extending technology beyond its
current limit of application. What you see in the figure is a compounding effect
when ...
The upper curve represents the result of increasing the project costs by 20% to
account for the uncertainty associated with extending technology beyond its
current limit of application. What you see in the figure is a compounding effect
when ...
Page 225
They found that lift coefficient increased from about 0.4 at zero response
amplitude to about 0.5 at response amplitude of 40% of diameter, and then
decreased to zero at response amplitude of 150% of diameter. Forced-vibrations
model test ...
They found that lift coefficient increased from about 0.4 at zero response
amplitude to about 0.5 at response amplitude of 40% of diameter, and then
decreased to zero at response amplitude of 150% of diameter. Forced-vibrations
model test ...
Page 366
In case of "on a web" collision (Fig.9(a)), the effect of the increase of the reaction
force and that of the earlier rupture of the side' shell counteract as a result.
Therefore, the energy absorption capacity by the time the side shell ruptures
does not ...
In case of "on a web" collision (Fig.9(a)), the effect of the increase of the reaction
force and that of the earlier rupture of the side' shell counteract as a result.
Therefore, the energy absorption capacity by the time the side shell ruptures
does not ...
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