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 156
... load of the other 16 mooring lines. This investigation illustrates the necessity of a balanced mooring configuration during the wave flume tests. 7 Mooring line length adjustment: LC,1 =-2.4 cm Mooring line. 156 Energies 2019, 12, 1834.
... load of the other 16 mooring lines. This investigation illustrates the necessity of a balanced mooring configuration during the wave flume tests. 7 Mooring line length adjustment: LC,1 =-2.4 cm Mooring line. 156 Energies 2019, 12, 1834.
Page 224
... mooring line , A , the Cauchy criterion gives ( in the linear elastic range ) = ( FE ) p ( EA ) p ( FE ) m ( EA ) m ( 5.56 ) or in terms of scale ratios NFE = NE NA ( 5.57 ) The elastic force scale must be the same as the mooring line ...
... mooring line , A , the Cauchy criterion gives ( in the linear elastic range ) = ( FE ) p ( EA ) p ( FE ) m ( EA ) m ( 5.56 ) or in terms of scale ratios NFE = NE NA ( 5.57 ) The elastic force scale must be the same as the mooring line ...
Page 401
E. Bratteland. Effect of Mooring Lines on Ship Motions Professor Michael Triantafyllou MIT , Room 5-323 Cambridge , MA 02139 , U.S.A. It is commonly accepted that for open sea moorings the effect of the mooring lines on the dynamics of a ...
E. Bratteland. Effect of Mooring Lines on Ship Motions Professor Michael Triantafyllou MIT , Room 5-323 Cambridge , MA 02139 , U.S.A. It is commonly accepted that for open sea moorings the effect of the mooring lines on the dynamics of a ...
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