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 206
... diameter is nearly equivalent to the solution with 100 mm diameter . If terminal costs ( anchors , fairleads and winches ) were added , this would increase the cost for the large diameters and shift the minimum towards smaller diameters ...
... diameter is nearly equivalent to the solution with 100 mm diameter . If terminal costs ( anchors , fairleads and winches ) were added , this would increase the cost for the large diameters and shift the minimum towards smaller diameters ...
Page 223
... diameter initially settled . The process can be repeated for other diameter values of the same material or for different materials . As final results the designer can have the optimum line geometry for different diameters and then ...
... diameter initially settled . The process can be repeated for other diameter values of the same material or for different materials . As final results the designer can have the optimum line geometry for different diameters and then ...
Page 318
... diameter , D Length , Lm 1.50 10.05 E E m Ratio of Lm / D 7 Mass mi , m2 50.0 Vibration absorber : Shape Hollow cylinder Outer diameter 1.50 Inner diameter 0.5 Mass mi / 5 ~ mi / 10 EE- m Added - mass coefficient 1.00 Drag coefficient ...
... diameter , D Length , Lm 1.50 10.05 E E m Ratio of Lm / D 7 Mass mi , m2 50.0 Vibration absorber : Shape Hollow cylinder Outer diameter 1.50 Inner diameter 0.5 Mass mi / 5 ~ mi / 10 EE- m Added - mass coefficient 1.00 Drag coefficient ...
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