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 365
... fluid agitation by the horizontal girder makes peak pressure lower and also its duration longer . It can be pointed out that , due to fluid agitation , fluid velocity drops and fluid becomes more li- able to wrap air . As to negative ...
... fluid agitation by the horizontal girder makes peak pressure lower and also its duration longer . It can be pointed out that , due to fluid agitation , fluid velocity drops and fluid becomes more li- able to wrap air . As to negative ...
Page 366
... fluid compressibility is impor- tant , typical time for the phenomenon depends on the propagation delay time of sound in fluid . When the propa- gation velocity of sound waves is represented by c , the scaling law as for time is given ...
... fluid compressibility is impor- tant , typical time for the phenomenon depends on the propagation delay time of sound in fluid . When the propa- gation velocity of sound waves is represented by c , the scaling law as for time is given ...
Page 367
... fluid compressibility scaling law 3 Time ( sec ) 4 5 6 FIG.13 COMPARISON OF TWO SCALING LAWS ( P11 , MODEL TYPE : B ... fluid , the bulk modu- lus of fluid will be lowered apparently and sloshing pres- sure arising from fluid ...
... fluid compressibility scaling law 3 Time ( sec ) 4 5 6 FIG.13 COMPARISON OF TWO SCALING LAWS ( P11 , MODEL TYPE : B ... fluid , the bulk modu- lus of fluid will be lowered apparently and sloshing pres- sure arising from fluid ...
Contents
HYDRODYNAMIC FORCES | 1 |
The Irregular Breaking Wave Forces on Vertical Wall | 13 |
Underwater Cylindrical Structures | 73 |
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