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 136
... bodies , the circumscribed , bottom - mounted , imaginary vertical cylinder for each body cannot contain any part of the other body . Wave Exciting Forces Considering the HydrodynamicIntera We consider the diffraction problem for N ...
... bodies , the circumscribed , bottom - mounted , imaginary vertical cylinder for each body cannot contain any part of the other body . Wave Exciting Forces Considering the HydrodynamicIntera We consider the diffraction problem for N ...
Page 393
... body - fixed system of the ith body . Then { PG ) = [ R ] { PiB ) , i = 1 , 2 ( 7 ) where { P } is a vector in global system and { P } is a vector in body axes system of ith body . Let Pnin2n , is an orthogonal system at the hinge ...
... body - fixed system of the ith body . Then { PG ) = [ R ] { PiB ) , i = 1 , 2 ( 7 ) where { P } is a vector in global system and { P } is a vector in body axes system of ith body . Let Pnin2n , is an orthogonal system at the hinge ...
Page 394
... body axes system of the ith body . Substituting Eqn . ( 13 ) in Eqn . ( 21 ) and rearranging the terms , the translational displacement of body ( 2 ) can be written as 3.3 Multiple Interconnected Bodies Consider ' m ' multiple ...
... body axes system of the ith body . Substituting Eqn . ( 13 ) in Eqn . ( 21 ) and rearranging the terms , the translational displacement of body ( 2 ) can be written as 3.3 Multiple Interconnected Bodies Consider ' m ' multiple ...
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