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 444
... connection to transverse truss 4 , see Figure 4a . Acceptable fatigue life is 60 years . Table 3 The 5 first natural ... connected together with two concrete beams , each with size approximately 10 m height and 2 m width . These concrete ...
... connection to transverse truss 4 , see Figure 4a . Acceptable fatigue life is 60 years . Table 3 The 5 first natural ... connected together with two concrete beams , each with size approximately 10 m height and 2 m width . These concrete ...
Page 472
... connected to the jacket at an elevation below the " highly active " wave zone area around the MWL . It is apparent that the length of the sway - mode periods achieved in that configuration are not particularly long relative to the ...
... connected to the jacket at an elevation below the " highly active " wave zone area around the MWL . It is apparent that the length of the sway - mode periods achieved in that configuration are not particularly long relative to the ...
Page 482
... connected to a base plate whiich is connected to a frame . The frame is fixed to the wave flume bottom floor by the bolts . The model is shown in Fig.11 . OECK 72.1cm SECTION 1-1 SECTION 2-2 0.0 cm 7 -51.5cm 8 -216-3 cm -226.3cm 4 15.8 ...
... connected to a base plate whiich is connected to a frame . The frame is fixed to the wave flume bottom floor by the bolts . The model is shown in Fig.11 . OECK 72.1cm SECTION 1-1 SECTION 2-2 0.0 cm 7 -51.5cm 8 -216-3 cm -226.3cm 4 15.8 ...
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