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
... methods for the determination of pressure distribution of horizontal forces on vertical wall as well as uplift forces on the bottom of wall are also given . The comparison between calculated results by this method and samples of real ...
... methods for the determination of pressure distribution of horizontal forces on vertical wall as well as uplift forces on the bottom of wall are also given . The comparison between calculated results by this method and samples of real ...
Page 98
... method that is simple and has proved to give quite good results by comparison to model tests , is based on measured or simulated time series of the horizontal turret force , F , and the surge motion , X. This method assumes that the ...
... method that is simple and has proved to give quite good results by comparison to model tests , is based on measured or simulated time series of the horizontal turret force , F , and the surge motion , X. This method assumes that the ...
Page 256
... method for the solution of Eq . ( 12 ) and Eq . ( 13 ) . Using the normal panel method to divide the surface S + S2 into N + N2 quadrilateral elements over which the potential and its normal derivative are assumed constant . At the ...
... method for the solution of Eq . ( 12 ) and Eq . ( 13 ) . Using the normal panel method to divide the surface S + S2 into N + N2 quadrilateral elements over which the potential and its normal derivative are assumed constant . At the ...
Contents
HYDRODYNAMIC FORCES | 1 |
The Irregular Breaking Wave Forces on Vertical Wall | 13 |
Underwater Cylindrical Structures | 73 |
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