Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 12, Parts 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 109
... respectively ) , based upon a minimisation of the expected value of the square error and involving a linearisation coefficient that would now be sensitive to degree of directional spread s ( ie no longer simply √8 / 1 Ou ) , this would ...
... respectively ) , based upon a minimisation of the expected value of the square error and involving a linearisation coefficient that would now be sensitive to degree of directional spread s ( ie no longer simply √8 / 1 Ou ) , this would ...
Page 143
... respectively . If a complex QTF is defined as ; G ( 2 ) ( w1 , W2 ) = P ( w1 , W2 ) + iQ ( W1 , W2 ) Section Type Outer Dia . ( mm ) Length (. following Lagrange's equation . d ( әт ) әт ә + dt да да да ( 10 ) = . Σ · [ AMB , ( 00 ) XB ...
... respectively . If a complex QTF is defined as ; G ( 2 ) ( w1 , W2 ) = P ( w1 , W2 ) + iQ ( W1 , W2 ) Section Type Outer Dia . ( mm ) Length (. following Lagrange's equation . d ( әт ) әт ә + dt да да да ( 10 ) = . Σ · [ AMB , ( 00 ) XB ...
Page 401
... respectively . mode , cylinder ,呔 ข Wi Fig . 2 DISPLACEMENT DEGREE OF FREEDOM OF CYLINDRICAL SHELL ELEMENT Construction of Elasto - Plastic Stiffness Matrix By putting eq . ( 13 ) , ( 14 ) , ( 15 ) into eq . ( 10 ) and dividing both ...
... respectively . mode , cylinder ,呔 ข Wi Fig . 2 DISPLACEMENT DEGREE OF FREEDOM OF CYLINDRICAL SHELL ELEMENT Construction of Elasto - Plastic Stiffness Matrix By putting eq . ( 13 ) , ( 14 ) , ( 15 ) into eq . ( 10 ) and dividing both ...
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 cylinder 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 hydrodynamic force incident wave integral interaction irregular waves joint kinematics lift force linear matrix measured method mode mooring line Morison motion nonlinear obtained Ocean Ocean Engineering offshore structures OMAE oscillating parameters peak pile platform pontoons predicted propagation random wave ratio Rayleigh distribution response second-order ship SHIPMO shown in Fig simulation solution spectral spectrum storm surge tanker tension leg platform tests theory values velocity potential vortex water depth wave exciting wave forces wave height wave loading wavemaker wavenumber wind