Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 472
... Comparison of deck responses : accelerameters 1 vs. 3 ( away from resonance ) 1 0.5 -0.5 -1 -1.5 Comparison of Deck Accelerations 2 Sec . H - 159 , -2.01- T - 1.429 , C - 2.45 10 Fig . 14 Comparison of deck responses : measured vs ...
... Comparison of deck responses : accelerameters 1 vs. 3 ( away from resonance ) 1 0.5 -0.5 -1 -1.5 Comparison of Deck Accelerations 2 Sec . H - 159 , -2.01- T - 1.429 , C - 2.45 10 Fig . 14 Comparison of deck responses : measured vs ...
Page 473
... Comparison of Deck Accelerations --Theory - Measured 2 Sec . Impulse Response Functions Water Depths - 0.0 m -- 0.585 m 1.041 m -.- 1.499 m 1.956 m T C - 3.87 20 40 60 80 100 120 140 160 180 200 No. of Points Fig . 15 Comparison of deck ...
... Comparison of Deck Accelerations --Theory - Measured 2 Sec . Impulse Response Functions Water Depths - 0.0 m -- 0.585 m 1.041 m -.- 1.499 m 1.956 m T C - 3.87 20 40 60 80 100 120 140 160 180 200 No. of Points Fig . 15 Comparison of deck ...
Page 472
... Comparison of deck responses : accelerameters 1 vs. 2 ( near resonance ) Fig . 12 Comparison of deck responses : accelerameters 1 vs. 3 ( near resonance ) Measured Deck Accns . - Longitudinal vs. -- Transverse . Comparison of Deck ...
... Comparison of deck responses : accelerameters 1 vs. 2 ( near resonance ) Fig . 12 Comparison of deck responses : accelerameters 1 vs. 3 ( near resonance ) Measured Deck Accns . - Longitudinal vs. -- Transverse . Comparison of Deck ...
Contents
VORTEX SHEDDING AND VIBRATION | 187 |
OCEAN WAVES AND CURRENT | 209 |
COMPUTATIONAL METHODS | 247 |
Copyright | |
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added mass amplitude analysis approximately average body boundary condition cable calculated circular cylinder components computed correlation density diffraction displacement distribution drag coefficient dynamic effects Ekofisk Engineering experimental field Figure finite element floating flow fluid free surface frequency domain function Green function horizontal hydrodynamic hydrodynamic forces incident wave integral equation irregular waves length lift force linear load low-frequency matrix maximum measured method mode mode shapes mooring motion natural frequency nonlinear obtained Ocean Offshore Structures OMAE open boundary oscillation parameters phase velocity platform predicted present pressure problem random waves ratio response Reynolds number riser Sarpkaya seabed second-order ship simulation small forward solitary wave solution spectral spectrum stiffness surge tank tanker tension tether theory transverse values vector velocity potential vertical vessel vibration vortex vortices water depth wave drift damping wave forces wave height wave profile