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 364
P5 282 P11 P9 P8 Pressure gauge no . Model type A Model type B Model type C Model type D X103 1000 O × 108 86 1 2 3 Time ( sec ) 4 5 6 P3 1 2 3 4 5 6 X104 Pressure ( rms ) [ Pa ] FIG.5.4 MAX . SLOSHING PRESSURE ( RMS ) ( FILLING RATIO ...
P5 282 P11 P9 P8 Pressure gauge no . Model type A Model type B Model type C Model type D X103 1000 O × 108 86 1 2 3 Time ( sec ) 4 5 6 P3 1 2 3 4 5 6 X104 Pressure ( rms ) [ Pa ] FIG.5.4 MAX . SLOSHING PRESSURE ( RMS ) ( FILLING RATIO ...
Page 365
X103 Pressure ( Pa ) X103 1 Pressure ( Pa ] 864 2 سل 2 3 Time ( sec ) باسها 5 6 Filling ratio : 70 % Oscillation angle : 10deg Τ / Τ = 1.0 2.9 3 3.1 3.2 Time ( sec ) 3.3 3.4 3.5 Fig.9 TIME HISTORY OF SLOSHING PRESSURE ( P9 , MODEL TYPE ...
X103 Pressure ( Pa ) X103 1 Pressure ( Pa ] 864 2 سل 2 3 Time ( sec ) باسها 5 6 Filling ratio : 70 % Oscillation angle : 10deg Τ / Τ = 1.0 2.9 3 3.1 3.2 Time ( sec ) 3.3 3.4 3.5 Fig.9 TIME HISTORY OF SLOSHING PRESSURE ( P9 , MODEL TYPE ...
Page 374
... pressure variations in the vicinity of the piles , the pressures were simultaneously measured on the two neighbouring piles with the help of eight sensors mounted on to the piles at a given level . Measurements were repeated over ...
... pressure variations in the vicinity of the piles , the pressures were simultaneously measured on the two neighbouring piles with the help of eight sensors mounted on to the piles at a given level . Measurements were repeated over ...
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