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 6
... Limit 0.47 N - 0.63 5 % Limit -0.12 N - 0.36 0.72 N - 0.49 -0.55 -0.45 k = 2.5 F 95 % Limit k = 3.3 k = 5.0 0.73 N - 0.324 0.74 N- ° . 1. 10 N - 0.504 0.07 No. 26 0.4 0.05 0.338 0.15 N ° . 11 0.17 No. 18 T k = 10.0 1.04 N - 0.520 0.33 ...
... Limit 0.47 N - 0.63 5 % Limit -0.12 N - 0.36 0.72 N - 0.49 -0.55 -0.45 k = 2.5 F 95 % Limit k = 3.3 k = 5.0 0.73 N - 0.324 0.74 N- ° . 1. 10 N - 0.504 0.07 No. 26 0.4 0.05 0.338 0.15 N ° . 11 0.17 No. 18 T k = 10.0 1.04 N - 0.520 0.33 ...
Page 152
... limit - state surface , by a paraboloid in a transformed standard normal space . In the curvature - fitting SORM , the paraboloid is defined to have the same principal curvatures as the limit - state surface at the design point , which ...
... limit - state surface , by a paraboloid in a transformed standard normal space . In the curvature - fitting SORM , the paraboloid is defined to have the same principal curvatures as the limit - state surface at the design point , which ...
Page 237
... limit state and the fatigue limit state . Variability in wave induced and still water bending moments are included in the analysis . Load and material coefficients have been derived for various target reliabilities for the ultimate ...
... limit state and the fatigue limit state . Variability in wave induced and still water bending moments are included in the analysis . Load and material coefficients have been derived for various target reliabilities for the ultimate ...
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