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 468
... bending load . This is a distribution of se on outer surface along the axial line going through the crown point . Strains of specimen - G are gererally small because it is reinforced by both diaphram and piercing brace . crown point Z ...
... bending load . This is a distribution of se on outer surface along the axial line going through the crown point . Strains of specimen - G are gererally small because it is reinforced by both diaphram and piercing brace . crown point Z ...
Page 479
... BENDING MOMENT ( 105 m ) 1.2 1.0 0.8 0.6 0.4 0.2 0.0 -0.2 -0.4 -0.6 די DCB 270 m 40 80 120 160 200 240 HEIGHT ABOVE ... bending moment for various positions of buoyancy for different water depths . It can be seen that the height of the ...
... BENDING MOMENT ( 105 m ) 1.2 1.0 0.8 0.6 0.4 0.2 0.0 -0.2 -0.4 -0.6 די DCB 270 m 40 80 120 160 200 240 HEIGHT ABOVE ... bending moment for various positions of buoyancy for different water depths . It can be seen that the height of the ...
Page 480
... bending moment can be explained as follows . When the buoyancy chamber position is near to the water level , the force coming on the structure is more . Hence the resulting bending moment is more . With the lowering of the buoyancy ...
... bending moment can be explained as follows . When the buoyancy chamber position is near to the water level , the force coming on the structure is more . Hence the resulting bending moment is more . With the lowering of the buoyancy ...
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