Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Any estimate derived from a sample is subject to an error due to statistical variability of sample . In case of extreme statistics , theoretical estimates of confidence intervals of 100 - year return values etc. are available for a ...
Any estimate derived from a sample is subject to an error due to statistical variability of sample . In case of extreme statistics , theoretical estimates of confidence intervals of 100 - year return values etc. are available for a ...
Page 159
close agreement between the two set of results in figure 12 imparts considerable confidence in the QTF estimates . ... the QTF estimate to zero when the denominator of equation ( 15 ) falls below a certain percentage of its peak value .
close agreement between the two set of results in figure 12 imparts considerable confidence in the QTF estimates . ... the QTF estimate to zero when the denominator of equation ( 15 ) falls below a certain percentage of its peak value .
Page 180
These are 863 kN and 664 kN , based on the direct pressure and momentum estimates respectively . The difference between these two values is roughly consistent with the difference in force spectral densities at low frequencies seen in ...
These are 863 kN and 664 kN , based on the direct pressure and momentum estimates respectively . The difference between these two values is roughly consistent with the difference in force spectral densities at low frequencies seen in ...
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Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |
Copyright | |
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acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces