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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Results 1-3 of 73
Page 93
Figures 5 and 6 show comparisons between towed experiment and calculations .
... Hydrodynamic coefficients used in the calculation were estimated using
Sarpkaya's results and the good agreement shows that his results are reliable (
10 ] .
Figures 5 and 6 show comparisons between towed experiment and calculations .
... Hydrodynamic coefficients used in the calculation were estimated using
Sarpkaya's results and the good agreement shows that his results are reliable (
10 ] .
Page 276
Figure 7 shows the numerical results of propagation for a 2 - frequency wave ,
and figure 8 shows the comparison of the numerical and the analytical wave
profile . Both results indicated a good agreement . Figure 9 shows the
comparison of ...
Figure 7 shows the numerical results of propagation for a 2 - frequency wave ,
and figure 8 shows the comparison of the numerical and the analytical wave
profile . Both results indicated a good agreement . Figure 9 shows the
comparison of ...
Page 346
7 shows that the low frequency component can be simulated by the static
catenary theory . On the ... Fig.9 show an example of the time series of h ( t ) and
v ( t ) of No.4 mooring line obtained by ultrasonic position meter . In this case
significant ...
7 shows that the low frequency component can be simulated by the static
catenary theory . On the ... Fig.9 show an example of the time series of h ( t ) and
v ( t ) of No.4 mooring line obtained by ultrasonic position meter . In this case
significant ...
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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