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 68
... shows lower values in the case of the oscillating cylinder . In contrast , the added mass coefficients show only a slight variation with KC . Although waves of a given time period could be reproduced accurately , the results show a ...
... shows lower values in the case of the oscillating cylinder . In contrast , the added mass coefficients show only a slight variation with KC . Although waves of a given time period could be reproduced accurately , the results show a ...
Page 138
... shows that the heave exciting forces in the one - directional waves is somewhat different according to incident angles , but in the multi - directional waves is nearly same due to the directional effects . Fig . 3 ( b ) shows that in ...
... shows that the heave exciting forces in the one - directional waves is somewhat different according to incident angles , but in the multi - directional waves is nearly same due to the directional effects . Fig . 3 ( b ) shows that in ...
Page 203
... shows the Z direc- tional trajectory of each rigid body . The model is successfully made to track the given ... shows the z directional control forces which are used for tracking the trajectory and suppressing the elastic responses . Fig ...
... shows the Z direc- tional trajectory of each rigid body . The model is successfully made to track the given ... shows the z directional control forces which are used for tracking the trajectory and suppressing the elastic responses . Fig ...
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