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 252
... problem of these large flaring type bodies is calculated by the time - domain free - surface Green function method ( source distribution model or mixed distribution model of source and dipole ) , the difficulty that time - stepping ...
... problem of these large flaring type bodies is calculated by the time - domain free - surface Green function method ( source distribution model or mixed distribution model of source and dipole ) , the difficulty that time - stepping ...
Page 412
... problem is a fixed - free I - bar with end torque . The problem is shown in Fig . 8. The results of DQEM and exact solution are included in Table 2 . It also shows that the DQEM converges very well to the exact solution for this sample ...
... problem is a fixed - free I - bar with end torque . The problem is shown in Fig . 8. The results of DQEM and exact solution are included in Table 2 . It also shows that the DQEM converges very well to the exact solution for this sample ...
Page 63
... problem , at a given instant of time , results in a system of equations which is solved using the successive over relaxation method to determine the horizontal force and overturning moment on the cylinder . The resulting forces from the ...
... problem , at a given instant of time , results in a system of equations which is solved using the successive over relaxation method to determine the horizontal force and overturning moment on the cylinder . The resulting forces from the ...
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