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 1
... HORIZONTAL MEMBERS OF MARINE STRUCTURES Mohammad. OMAE 1997 - Volume I - A , Offshore Technology ASME 1997 ABSTRACT In this paper . flow visualizations around a square cylinder which was moving along a circular orbit in still water have ...
... HORIZONTAL MEMBERS OF MARINE STRUCTURES Mohammad. OMAE 1997 - Volume I - A , Offshore Technology ASME 1997 ABSTRACT In this paper . flow visualizations around a square cylinder which was moving along a circular orbit in still water have ...
Page 12
... horizontal force and it would be more effective in structural response of the section . 3.4 . Water depth Time history of vertical and horizontal forces for deep water and water depth of 25m are shown in Fig.9 and Fig . 10 respectively ...
... horizontal force and it would be more effective in structural response of the section . 3.4 . Water depth Time history of vertical and horizontal forces for deep water and water depth of 25m are shown in Fig.9 and Fig . 10 respectively ...
Page 155
... horizontal projected distance between the endpoints of the catenary , also shown in Figure 1 ; is the horizontal projected length of the suspended catenary ; d is the horizontal length of the undeformed catenary ; h is the water depth ...
... horizontal projected distance between the endpoints of the catenary , also shown in Figure 1 ; is the horizontal projected length of the suspended catenary ; d is the horizontal length of the undeformed catenary ; h is the water depth ...
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