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 244
The sum of the amplitudes of all tidal constituents is approximately 1.00 M. The
equivalent sum for barometric constituents is 0.18 M - thus errors in the
barometric constituents will not likely influence the average of the error of the
predicted ...
The sum of the amplitudes of all tidal constituents is approximately 1.00 M. The
equivalent sum for barometric constituents is 0.18 M - thus errors in the
barometric constituents will not likely influence the average of the error of the
predicted ...
Page 244
The sum of the amplitudes of all tidal constituents is approximately 1.00 M. The
equivalent sum for barometric constituents is 0.18 M - thus errors in the
barometric constituents will not likely influence the average of the error of the
predicted ...
The sum of the amplitudes of all tidal constituents is approximately 1.00 M. The
equivalent sum for barometric constituents is 0.18 M - thus errors in the
barometric constituents will not likely influence the average of the error of the
predicted ...
Page 529
The displacement at the location of the outboard jacks is approximately 2 " , at the
inboard jacks approximately .5 " . The displacement at the center of the truss is
approximately .5 " . Conclusions Step 3 : Calculation of Balanced Load Vector ...
The displacement at the location of the outboard jacks is approximately 2 " , at the
inboard jacks approximately .5 " . The displacement at the center of the truss is
approximately .5 " . Conclusions Step 3 : Calculation of Balanced Load Vector ...
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Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
SECONDORDER EFFECTS | 113 |
Copyright | |
47 other sections not shown
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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