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 148
The tests were repeated by replacing the spring to examine the effect of heave natural periods on the hydrodynamic damping . sets The authors tested a vertical caisson for heave damping ( Chakrabarti and Hanna ( 1990 ) ] in still water ...
The tests were repeated by replacing the spring to examine the effect of heave natural periods on the hydrodynamic damping . sets The authors tested a vertical caisson for heave damping ( Chakrabarti and Hanna ( 1990 ) ] in still water ...
Page 198
Another difference was aspect ratio , which was about 14 for Bearman et al , about 12 for Sarpkaya , and ranged from 29 to 48 in the present tests . Bearing in mind the differences in B , and in test conditions , the correlation among ...
Another difference was aspect ratio , which was about 14 for Bearman et al , about 12 for Sarpkaya , and ranged from 29 to 48 in the present tests . Bearing in mind the differences in B , and in test conditions , the correlation among ...
Page 461
Each wave test is being repeated four times and a range of four masses is being used for each of four separate spring stiffness ... ( ' Implied ' values of Cm obtained from the observed change in natural frequency in the ' pluck ' tests ...
Each wave test is being repeated four times and a range of four masses is being used for each of four separate spring stiffness ... ( ' Implied ' values of Cm obtained from the observed change in natural frequency in the ' pluck ' tests ...
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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