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 413
... Distribution of rotation angle . ( Example 1 ) Fig . 6. Distribution of Saint Venant , torsion moment . ( Example 1 ) 80000 40000 Exact solution 61 DQEM 0 200 400 600 Position ( mm ) 800 1000 M , ( N - mm ) 600 300 Exact solution DQEM 0 ...
... Distribution of rotation angle . ( Example 1 ) Fig . 6. Distribution of Saint Venant , torsion moment . ( Example 1 ) 80000 40000 Exact solution 61 DQEM 0 200 400 600 Position ( mm ) 800 1000 M , ( N - mm ) 600 300 Exact solution DQEM 0 ...
Page 29
... distribution of wave heights and wave periods . In order to obtain the above mentioned elements , time - history of water surface elevation is necessary . Yet , some of the experimental data did not comprise it . Instead , the ...
... distribution of wave heights and wave periods . In order to obtain the above mentioned elements , time - history of water surface elevation is necessary . Yet , some of the experimental data did not comprise it . Instead , the ...
Page 40
... distribution . The amplitude of the component wave A ( @jk ) , assuming the separation of frequency spectrum and directional distribution , can be expressed as follows A ( @ j , k ) = √2S ( @ ; ) D ( 0μ ) AŽ AĐ A ( @ j‚ok ) ( 4 ) The ...
... distribution . The amplitude of the component wave A ( @jk ) , assuming the separation of frequency spectrum and directional distribution , can be expressed as follows A ( @ j , k ) = √2S ( @ ; ) D ( 0μ ) AŽ AĐ A ( @ j‚ok ) ( 4 ) The ...
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