Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
From inside the book
Results 1-3 of 78
Page 276
Also , figures 5 and 6 show the numerical results for a second approximation of solitary ... Figure 7 shows the numerical results of propagation for a 2 - frequency wave , and figure 8 shows the comparison of the numerical and the ...
Also , figures 5 and 6 show the numerical results for a second approximation of solitary ... Figure 7 shows the numerical results of propagation for a 2 - frequency wave , and figure 8 shows the comparison of the numerical and the ...
Page 285
010 Initial Slope : 0 35 05 20 Second - Order * = 002 $ = 0.05 S = 0.10 Y nonlinear component 00 10 -05 Y nonlinear component -10 0 2 6 .8 1 -10 X Breaking Figure 5 : Nonlinear component along tank at t = T12 = -20 0 20 o 2 8 10 Linear ...
010 Initial Slope : 0 35 05 20 Second - Order * = 002 $ = 0.05 S = 0.10 Y nonlinear component 00 10 -05 Y nonlinear component -10 0 2 6 .8 1 -10 X Breaking Figure 5 : Nonlinear component along tank at t = T12 = -20 0 20 o 2 8 10 Linear ...
Page 691
250 240 230 220 V AZIMUTH ( DEGREE 210 200 190 180 QDF 20 O 10 30 40 a INCLINATION ( DEGREE I inirse Figure 7 - Azimuth Curves for Damaged Mooring Free Platform puration parametern ... hates Depth Line lenght : Prei - tension .
250 240 230 220 V AZIMUTH ( DEGREE 210 200 190 180 QDF 20 O 10 30 40 a INCLINATION ( DEGREE I inirse Figure 7 - Azimuth Curves for Damaged Mooring Free Platform puration parametern ... hates Depth Line lenght : Prei - tension .
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |
Copyright | |
47 other sections not shown
Other editions - View all
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