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 63
... parameters , as will be discussed in the next section ) . The present result is also in accord with the scour depths ... parameters , namely D / L , RE , and a / d . The first parameter , D / L , represents the diffraction effect , while ...
... parameters , as will be discussed in the next section ) . The present result is also in accord with the scour depths ... parameters , namely D / L , RE , and a / d . The first parameter , D / L , represents the diffraction effect , while ...
Page 335
... Parameters Output Parameters ( to other function blocks ) Access to contained Parameters Figure - 5 Function Block Different function blocks , such as those for pre - alarm and control functions , can be combined and loaded in a field ...
... Parameters Output Parameters ( to other function blocks ) Access to contained Parameters Figure - 5 Function Block Different function blocks , such as those for pre - alarm and control functions , can be combined and loaded in a field ...
Page 50
... parameters N34 U λ A L W N N32 E132 30 case Fault of Showa Nankai earthquake 1946 E137 72 Figure - 4 Range for computation model of Showa Nankai earthquake fault Figure - 3 Difinition of fault parameters which are direction of fault q ...
... parameters N34 U λ A L W N N32 E132 30 case Fault of Showa Nankai earthquake 1946 E137 72 Figure - 4 Range for computation model of Showa Nankai earthquake fault Figure - 3 Difinition of fault parameters which are direction of fault q ...
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