Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 273
1994 OMAE - Volume I, Offshore Technology ASME 1994 ABSTRACT The use of
linear wave absorbers has been proposed as open boundary conditions for non-
linear free surface problems (Jagannathan, 1985 & 1992). In this paper the ...
1994 OMAE - Volume I, Offshore Technology ASME 1994 ABSTRACT The use of
linear wave absorbers has been proposed as open boundary conditions for non-
linear free surface problems (Jagannathan, 1985 & 1992). In this paper the ...
Page 466
Linear 0.110 0.212 0.320 0.355 0.233 0.394 0.468 0.439 - - 0.353 0.255 0.181
Tafel 0.105 0.205 0.310 0.350 0.230 0.390 0.460 0.430 - - 0.360 0.246 0.180
Sikamenl FF Linear 0.400 0.410 0.418 0.103 0.328 0.366 0.196 0.250 0.336
0.160 ...
Linear 0.110 0.212 0.320 0.355 0.233 0.394 0.468 0.439 - - 0.353 0.255 0.181
Tafel 0.105 0.205 0.310 0.350 0.230 0.390 0.460 0.430 - - 0.360 0.246 0.180
Sikamenl FF Linear 0.400 0.410 0.418 0.103 0.328 0.366 0.196 0.250 0.336
0.160 ...
Page 136
However, for the base shear the differences are greater for the nonlinear model
and intermediate values of 7 than for the linear model. For 7 = 3, the difference is
almost 6 %. For the highest and the lowest values of y, the differences are less ...
However, for the base shear the differences are greater for the nonlinear model
and intermediate values of 7 than for the linear model. For 7 = 3, the difference is
almost 6 %. For the highest and the lowest values of y, the differences are less ...
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Contents
OCEAN WAVES AND ENERGY | 1 |
HYDRODYNAMIC FORCES | 45 |
COMPUTATIONAL HYDRODYNAMICS | 91 |
Copyright | |
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added mass amplitude analysis boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction drag coefficient drag force drift force dynamic effects energy Engineering envelope equation experimental Figure fluid Fluid Mechanics free surface heave Hilbert transform horizontal hydrodynamic hydrodynamic force incident wave increase installation interaction irregular waves lift coefficient lift force linear load control lock-in matrix maxima maximum measured method model tests modes mooring line nonlinear obtained Ocean OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio Reynolds number riser seastate second-order shear shedding frequency shown simulation solution spectral spectrum stationary cylinder stiffeners Strouhal Strouhal number transfer function transverse turbulence uniform flow values vector velocity potential vertical vibration vortex shedding water depth wave force wave frequency wave height wave power wind