Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 16, Part 1American Society of Mechanical Engineers, 1997 - Arctic regions |
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Page 74
... drag force on the test specimen was measured in the experiments . The drag force was recorded as a function of time for over 30 seconds in a typical run at a sampling rate of 100 Hz . TEST SPECIMENS AND MEASUREMENTS The main constraint ...
... drag force on the test specimen was measured in the experiments . The drag force was recorded as a function of time for over 30 seconds in a typical run at a sampling rate of 100 Hz . TEST SPECIMENS AND MEASUREMENTS The main constraint ...
Page 376
... DRAG AND INERTIA CO - EFFICIENTS The drag and inertia co - efficients computed based on the least square method are shown in Figs . 6 to 9. In addition , the co - efficients obtained for an isolated pile of 0.6m diameter are also shown ...
... DRAG AND INERTIA CO - EFFICIENTS The drag and inertia co - efficients computed based on the least square method are shown in Figs . 6 to 9. In addition , the co - efficients obtained for an isolated pile of 0.6m diameter are also shown ...
Page 289
... drag coefficient of a liquid droplet reduced from Eq . ( 7 ) using the following formula of the terminal speed ( see Clift et al . , 1978 ) UT = μ pd . M - 0.149 ( J - 0.857 ) . ( 8 ) In the above , M , J , and the related constants are ...
... drag coefficient of a liquid droplet reduced from Eq . ( 7 ) using the following formula of the terminal speed ( see Clift et al . , 1978 ) UT = μ pd . M - 0.149 ( J - 0.857 ) . ( 8 ) In the above , M , J , and the related constants are ...
Contents
HYDRODYNAMIC FORCES | 1 |
The Irregular Breaking Wave Forces on Vertical Wall | 13 |
Steady Drift Forces and Yaw Moment Due to Waves With Slow Current | 47 |
Copyright | |
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added mass amplitude analysis anchor angle axial stress breakwater cable caisson calculated catenary components computed configuration cylinder damping diameter diffraction displacement domain drag coefficient dynamic effect element Engineering equation evaluation excitation experimental experiments Fieldbus Figure flow fluid FPSO free surface function Green function guidewire heave horizontal hull hydrodynamic incident wave installation integral interaction irregular waves Japan length linear load matrix maximum measured method mode mooring line mooring system motion nonlinear numerical obtained Ocean Offshore Technology ASME oscillation parameters PETROBRAS piles pipe string pitch moment platform predicted present ratio response riser ship shown in Fig simulation sloshing pressure solution speed stress surge tank Technology ASME 1997 tension Tension Leg Platform theory third order tsunami vector velocity potential vertical vessel vortex shedding water depth wave force wave height wave period wave power