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 13
... waves , breaking waves , wave forces Introduction In the front of vertical wall , there are three kinds of waves : namely standing waves , breaking waves and broken waves , which depends on the combination of wave parameters , the size ...
... waves , breaking waves , wave forces Introduction In the front of vertical wall , there are three kinds of waves : namely standing waves , breaking waves and broken waves , which depends on the combination of wave parameters , the size ...
Page 29
... wave data : ( 1 ) using significant wave height , H1 / 3 , and significant wave period , T1 / 3 , and ( 2 ) - using joint distribution of wave heights and wave periods . In order to obtain the above mentioned elements , time - history ...
... wave data : ( 1 ) using significant wave height , H1 / 3 , and significant wave period , T1 / 3 , and ( 2 ) - using joint distribution of wave heights and wave periods . In order to obtain the above mentioned elements , time - history ...
Page 285
0 0.7 0.8 0.9 1.1 Wave frequency ( rad / sec ) 1 m wave with current 2 m wave with current 0.7 0.8 0.9 1.1 Wave frequency ( rad / sec ) Figure 5 : Amplitude of maximum dynamic bending stress (. Displacement amplitude / wave amplitude ...
0 0.7 0.8 0.9 1.1 Wave frequency ( rad / sec ) 1 m wave with current 2 m wave with current 0.7 0.8 0.9 1.1 Wave frequency ( rad / sec ) Figure 5 : Amplitude of maximum dynamic bending stress (. Displacement amplitude / wave amplitude ...
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