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 166
We assumed low - frequency damping is the sum of still water damping and wave drift damping . Still water damping for the DDF was obtained from a numerically simulated extinction test in still water ; for the TPS , by applying Froude ...
We assumed low - frequency damping is the sum of still water damping and wave drift damping . Still water damping for the DDF was obtained from a numerically simulated extinction test in still water ; for the TPS , by applying Froude ...
Page 181
The pretension is considered to be independent in each seastate of the 13 hour storm , but it is assumed that the distribution type and its mean value and c.o.v. remain constant . It is noted that nonlinear effects can reset the ...
The pretension is considered to be independent in each seastate of the 13 hour storm , but it is assumed that the distribution type and its mean value and c.o.v. remain constant . It is noted that nonlinear effects can reset the ...
Page 208
The platform has 4 legs and is assumed to be located off the west coast of California . ... In the MPI , the mean value u = 3mm is obtained assuming that the probability of detection a 75mm long crack is equal to 90 % , as suggested by ...
The platform has 4 legs and is assumed to be located off the west coast of California . ... In the MPI , the mean value u = 3mm is obtained assuming that the probability of detection a 75mm long crack is equal to 90 % , as suggested by ...
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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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Common terms and phrases
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