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 87
Page 41
8.6 Summary of Experiments and Procedure The experiments were conducted
using the laboratory setup shown in Figure 3. The length of the test section is
0.762 m and the square cross - section is 0.219 m on the side . Smooth circular ...
8.6 Summary of Experiments and Procedure The experiments were conducted
using the laboratory setup shown in Figure 3. The length of the test section is
0.762 m and the square cross - section is 0.219 m on the side . Smooth circular ...
Page 93
Experimental Results The model was fully submerged and towed at 30 cm / sec
and 40cm / sec . Fixity conditions of the model were fixed and hinged at the tops .
Figures 5 and 6 show comparisons between towed experiment and calculations
...
Experimental Results The model was fully submerged and towed at 30 cm / sec
and 40cm / sec . Fixity conditions of the model were fixed and hinged at the tops .
Figures 5 and 6 show comparisons between towed experiment and calculations
...
Page 541
MEASUREMENT OF CABLE SUPPORT POINT MOTIONS : EXPERIMENTS IN A
POWER PLANT COOLING CANAL J. J. ... The experimental data is tabulated to
show the ratios of cable displacements at the supports to those in - span .
MEASUREMENT OF CABLE SUPPORT POINT MOTIONS : EXPERIMENTS IN A
POWER PLANT COOLING CANAL J. J. ... The experimental data is tabulated to
show the ratios of cable displacements at the supports to those in - span .
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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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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 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