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 75
... range of 0.002 and 0.006 for a Re range of 10 and 103 . Reid and Wilson ( 1963 ) reported drag force measurements for cylinders in axial flow for varying degree of surface roughnesses and postulated that c must lie within the range of ...
... range of 0.002 and 0.006 for a Re range of 10 and 103 . Reid and Wilson ( 1963 ) reported drag force measurements for cylinders in axial flow for varying degree of surface roughnesses and postulated that c must lie within the range of ...
Page 420
... range produced by hull girder bending and torsional moment = fR2 secondary bending stress range produced by bending of cross - stiffened panels between transverse bulkhead f R2 ( 9 ) The deterministic fatigue algorithm is used to create ...
... range produced by hull girder bending and torsional moment = fR2 secondary bending stress range produced by bending of cross - stiffened panels between transverse bulkhead f R2 ( 9 ) The deterministic fatigue algorithm is used to create ...
Page 182
... Range Dynamic Range Working Tension Heaving Period Compensation Error Items Specification active hydraulic motion compensation system fully automatic or manual max . 6 8 m p - p 10 m p - p ~ 44.5 245 kN ( 4.5 ~ 25 tf ) 5 ~ 12 sec < 0.6 ...
... Range Dynamic Range Working Tension Heaving Period Compensation Error Items Specification active hydraulic motion compensation system fully automatic or manual max . 6 8 m p - p 10 m p - p ~ 44.5 245 kN ( 4.5 ~ 25 tf ) 5 ~ 12 sec < 0.6 ...
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