Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 108
... given by Fo ( t ) , and the integral relationship Fo ( t ) 0 Sf ( z , t ) ( 1 + 1 ) dz -h sea state , then the resultant in - line hydrodynamic force acting at the MWL on a surface - piercing cylinder is given by Fox ( t ) and the ...
... given by Fo ( t ) , and the integral relationship Fo ( t ) 0 Sf ( z , t ) ( 1 + 1 ) dz -h sea state , then the resultant in - line hydrodynamic force acting at the MWL on a surface - piercing cylinder is given by Fox ( t ) and the ...
Page 177
... given by a❤ ( P ) = = [ [ ® ( Q ) G , − G® , ( Q ) ] ds + √qGdr G = lnR + InR ' X = X ; + At dX At2 d2X , At2 d2X2 + + dt 3 dt2 6 dt2 ( 13 ) Substituting Eq . ( 13 ) into the equation of motion given by Eq . ( 9 ) at time t = t + At ...
... given by a❤ ( P ) = = [ [ ® ( Q ) G , − G® , ( Q ) ] ds + √qGdr G = lnR + InR ' X = X ; + At dX At2 d2X , At2 d2X2 + + dt 3 dt2 6 dt2 ( 13 ) Substituting Eq . ( 13 ) into the equation of motion given by Eq . ( 9 ) at time t = t + At ...
Page 308
... given by ( pa ) | [ K ‹ Þ a ) ] | / | [ K ' ] | ≤ ε ( 22 ) where superscript ( p . ) and ( 0 ) are used to denote the p . - th failure stage and the intact condition . ε is a specified constant . Now let us consider the expressions for ...
... given by ( pa ) | [ K ‹ Þ a ) ] | / | [ K ' ] | ≤ ε ( 22 ) where superscript ( p . ) and ( 0 ) are used to denote the p . - th failure stage and the intact condition . ε is a specified constant . Now let us consider the expressions for ...
Contents
OCEAN WAVES AND ENERGY | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 13 |
The Effect of NonColinear Wave Wind and Current Loading on Dynamic Response of a Tension | 17 |
Copyright | |
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acceleration added mass amplitude analysis angle boundary condition calculated cavitation circular cylinder Comparison compliant compliant tower components computed cosh cyclic diffraction direction displacement domain drag coefficient drag force drift force dynamic effects Engineering equation experimental Figure finite element floating body fluid forward speed free surface function Green's function heave horizontal hydrodynamic incident wave interaction irregular waves joint kinematics lift force linear matrix measured method mode mooring line Morison motion nonlinear obtained Ocean Ocean Engineering offshore structures Offshore Technology ASME OMAE oscillating parameters peak pile platform pontoons predicted propagation random waves ratio Rayleigh distribution response second-order ship SHIPMO shown in Fig simulation solution spectral spectrum storm surge tanker Technology ASME 1993 tension leg platform tests theory values velocity potential vortex vortex shedding water depth wave forces wave height wave loading wavemaker wavenumber wind