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 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 / л 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 / л Ou ) , this would ...
Page 401
... respectively . Design Rules for The Initial Shape Imperfection Design guidances on tolerance requirements for circular cylinders are given by ASME [ 13 ] , BS5500 [ 14 ] , DnV - OS [ 15 ] , API [ 16 ] etc .. The main types of non ...
... respectively . Design Rules for The Initial Shape Imperfection Design guidances on tolerance requirements for circular cylinders are given by ASME [ 13 ] , BS5500 [ 14 ] , DnV - OS [ 15 ] , API [ 16 ] etc .. The main types of non ...
Page 230
... respectively ( which are normally assumed to be constant- valued for the cylinder as a whole and for the hydrodynamic conditions under consideration ) and CA is the added mass coefficient which is often taken to be equal to ( CM - 1 ) ...
... respectively ( which are normally assumed to be constant- valued for the cylinder as a whole and for the hydrodynamic conditions under consideration ) and CA is the added mass coefficient which is often taken to be equal to ( CM - 1 ) ...
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