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 58
... experiments . b ) Definition sketch pit was flush with the concrete bed . The bed surface in these experiments acted as a rough boundary . The cylinder , made from plastic , had a diameter of D = 1 m and a height of 1.4 m . It was ...
... experiments . b ) Definition sketch pit was flush with the concrete bed . The bed surface in these experiments acted as a rough boundary . The cylinder , made from plastic , had a diameter of D = 1 m and a height of 1.4 m . It was ...
Page 73
... experiments represents a significant improvement over earlier results . Instability suppression devices , e.g. tail ... experiments using towing tanks whereas the rest used water tunnels . Experiments on towed flexible cylinders reported ...
... experiments represents a significant improvement over earlier results . Instability suppression devices , e.g. tail ... experiments using towing tanks whereas the rest used water tunnels . Experiments on towed flexible cylinders reported ...
Page 361
... experiments on four types of structures including double hulled structure . In this paper , experimental results are briefly described first , reporting on the influence of structural types on slosh- ing pressure loads . From the ...
... experiments on four types of structures including double hulled structure . In this paper , experimental results are briefly described first , reporting on the influence of structural types on slosh- ing pressure loads . From 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