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 66
... equation . A uniform computational grid system with unit interval spacings is used here in obtaining the solutions of both shallow - water wave equations . This greatly simplifies the use of finite - difference methods . Although there ...
... equation . A uniform computational grid system with unit interval spacings is used here in obtaining the solutions of both shallow - water wave equations . This greatly simplifies the use of finite - difference methods . Although there ...
Page 67
... equations produce both a significantly greater force ( F = 2.04 ) and moment ( Max = 1.90 ) than the Green - Naghdi equations ( Fmax = 1.67 , Mmx 1.18 ) . The difference in the moments from the two sets of equations is larger than the ...
... equations produce both a significantly greater force ( F = 2.04 ) and moment ( Max = 1.90 ) than the Green - Naghdi equations ( Fmax = 1.67 , Mmx 1.18 ) . The difference in the moments from the two sets of equations is larger than the ...
Page 310
... equations to arbitrary order in the multiscale expansion of the water wave equations . However , it is presently unknown as to whether the approach will fail at some particular order , say due to secularity or other effects . Should the ...
... equations to arbitrary order in the multiscale expansion of the water wave equations . However , it is presently unknown as to whether the approach will fail at some particular order , say due to secularity or other effects . Should 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