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 318
... Mass mi / 5 ~ mi / 10 EE- m Added - mass coefficient 1.00 Drag coefficient 1.16 Buffer : Shape ; Cylinder Outer diameter 3.00 E E Length , Lm Ratio of Mass ៣ ខ Lm / D Vibration absorber : Shape ; Hollow cylinder Outer diameter Inner ...
... Mass mi / 5 ~ mi / 10 EE- m Added - mass coefficient 1.00 Drag coefficient 1.16 Buffer : Shape ; Cylinder Outer diameter 3.00 E E Length , Lm Ratio of Mass ៣ ខ Lm / D Vibration absorber : Shape ; Hollow cylinder Outer diameter Inner ...
Page 321
... mass is found to be a function of the former mass according to the previous study ( Aso et al . , 1992,1994a ) . How- ever , the mass of buffer could be changed within the small range , and so the effect of this mass on the maximum ...
... mass is found to be a function of the former mass according to the previous study ( Aso et al . , 1992,1994a ) . How- ever , the mass of buffer could be changed within the small range , and so the effect of this mass on the maximum ...
Page 255
... mass density of sea water , См is the added - mass coefficient , d is the effective diameter , Д is the length of the link , and ton are the components of the unit tangent vector t parallel to the link . The components of the ...
... mass density of sea water , См is the added - mass coefficient , d is the effective diameter , Д is the length of the link , and ton are the components of the unit tangent vector t parallel to the link . The components of the ...
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