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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Page 2
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 limited
number of ...
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 limited
number of ...
Page 37
MULTI - STATION CALIBRATION APPROACH Given estimates of the calibration
coefficients and given an estimate of HD , Equation ( 8 ) can be used to estimate
H. The same equation can be used to estimate the uncertainty . This one ...
MULTI - STATION CALIBRATION APPROACH Given estimates of the calibration
coefficients and given an estimate of HD , Equation ( 8 ) can be used to estimate
H. The same equation can be used to estimate the uncertainty . This one ...
Page 100
Energy Value 0.6 au , n , and 0.5 0.4 0.31 0.20.1 0.0 0 6 8 10 12 14 16 18 2.1.4
Estimation Technique Stage one As a first ... 1 Generation of energy level
estimates ( a ) Variation of roll angle with time ( b ) Variation of energy level with
time 4 ...
Energy Value 0.6 au , n , and 0.5 0.4 0.31 0.20.1 0.0 0 6 8 10 12 14 16 18 2.1.4
Estimation Technique Stage one As a first ... 1 Generation of energy level
estimates ( a ) Variation of roll angle with time ( b ) Variation of energy level with
time 4 ...
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Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
SECONDORDER EFFECTS | 113 |
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 incident 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