Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 8, Part 2American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 224
... integral can be ex guerre integration as follows : { Ñ1d ( n , § ) } = { ŘIα H1 , Řidi H2 , Řidi H3 , K1d2H1 , K1d2H2 , K1d2H3 } , ( 28 ) { Ñdd ( N , § ) } = = { Řdd1 H1 , Ñdd1 H2 , Řdd1 H3 , Ñ dd2 H1 , Kdd2 H2 , Ñ dd2 H3 } , ( 29 ) η ...
... integral can be ex guerre integration as follows : { Ñ1d ( n , § ) } = { ŘIα H1 , Řidi H2 , Řidi H3 , K1d2H1 , K1d2H2 , K1d2H3 } , ( 28 ) { Ñdd ( N , § ) } = = { Řdd1 H1 , Ñdd1 H2 , Řdd1 H3 , Ñ dd2 H1 , Kdd2 H2 , Ñ dd2 H3 } , ( 29 ) η ...
Page 225
... integral can be explicity evalutated in terms of Fresnel sine and cosine integral . ( Eatock Taylor and Hung " ) ) Applying Euler's transformation ) to g ( r ) , we get an expression for it : 5 9 ( r ) = ¿ ( −1 ) * √r 8 = 0 + Σ ( −1 ) ...
... integral can be explicity evalutated in terms of Fresnel sine and cosine integral . ( Eatock Taylor and Hung " ) ) Applying Euler's transformation ) to g ( r ) , we get an expression for it : 5 9 ( r ) = ¿ ( −1 ) * √r 8 = 0 + Σ ( −1 ) ...
Page 377
... integral eq . ( 8 ) has no analytical solution for arbitrary non - stationary processes and failure surfaces . If the vector X ( 7 ) has six dimensions , for example , the stresses in a three - dimensional body , the dimension of the ...
... integral eq . ( 8 ) has no analytical solution for arbitrary non - stationary processes and failure surfaces . If the vector X ( 7 ) has six dimensions , for example , the stresses in a three - dimensional body , the dimension of the ...
Contents
HYDRODYNAMIC FORCES | 1 |
WaveCurrent Force on Horizontal Cylinder | 7 |
On the Significance of Negative Added Mass | 53 |
Copyright | |
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added mass amplitude analysis approximation Arctic Engineering caisson calculated circular cylinder components computed Conference on Offshore correlation damping deterministic diameter distribution drag coefficient drag force drift force dynamic effect experimental experiments factor failure Figure flume force coefficients form drag free surface frequency function Green's function harmonic hindcast horizontal hydrodynamic ice floe in-line force inertia integral irregular waves lift coefficient lift force linear maximum mean measured Mechanics and Arctic method mode mooring motion nondimensional nonlinear North Sea obtained Offshore Mechanics Offshore Structures order theory oscillation parameters peak pipeline potential present pressure problem random range ratio reliability response Reynolds number Sarpkaya second order second-order ship shown simulation skin friction spectral spectrum submerged surge theory transverse force uncertainty variables velocity velocity potential vibration viscous vortex shedding vortices water depth wave force wave height wave loads