Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 262
... gauge 3 0.5 0.4 0.3 0.2 0.1 0.0 -0.1 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 Figure 9. Comparison with experimental data of free - surface history at three gauges located at 1.2 upstream ( gauge 1 ) , 0.7 downstream ( gauge 2 ) and ...
... gauge 3 0.5 0.4 0.3 0.2 0.1 0.0 -0.1 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 Figure 9. Comparison with experimental data of free - surface history at three gauges located at 1.2 upstream ( gauge 1 ) , 0.7 downstream ( gauge 2 ) and ...
Page 482
... gauges were used to measure the stresses . 10 nos . of strain gauges were used . Its loca- tions are shown in Fig.11 . Water proofing material was applied on the strain gauges to protect it from the mois- ture during submergence . Over ...
... gauges were used to measure the stresses . 10 nos . of strain gauges were used . Its loca- tions are shown in Fig.11 . Water proofing material was applied on the strain gauges to protect it from the mois- ture during submergence . Over ...
Page 161
... gauges to measure how seabed subsidence progresses at the Ekofisk Field . After more than two years of operation of these gauges we compared the apparent measurement uncertainty to equivalent theoretically computed values . Using ...
... gauges to measure how seabed subsidence progresses at the Ekofisk Field . After more than two years of operation of these gauges we compared the apparent measurement uncertainty to equivalent theoretically computed values . Using ...
Contents
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
9 | 38 |
27 | 45 |
Copyright | |
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added mass amplitude analysis array calculated results circular cylinder cosh crane ship crest damping coefficient density directional wave displacement distribution domain drag coefficient drag force dynamic effect Engineering equation estimated experimental results flow fluid force coefficients forces acting forward speed free surface Green's function heave horizontal hydrodynamic hydrodynamic forces incident wave irregular Kc number lift force linear load low-frequency matrix maximum measured method mooring line motion nonlinear obtained offshore structures oscillation parameters pile potential theory predicted pressure random ratio Rayleigh distribution regular waves response Sarpkaya second-order semisubmersible ship motions shown in Figure simulation solution spectra spectral density spectrum spreading function surge tanker transfer function vector velocity potential vertical vessel vortex vortex shedding vortices water depth wave amplitude wave component wave drift wave force wave frequency wave groups wave height wave number wave period wave power