Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 6American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 69
... hydrodynamic pressure induced by earthquake to the cylindrical structure in extreme shallow water was studied . The effects of elasticity of cylindrical structure on hydrodynamic pressure can be ignored if water depth is smaller than ...
... hydrodynamic pressure induced by earthquake to the cylindrical structure in extreme shallow water was studied . The effects of elasticity of cylindrical structure on hydrodynamic pressure can be ignored if water depth is smaller than ...
Page 72
... hydrodynamic pressure , y = 1.18 ; without considering dynamic soil pressure , y = 1.15 ; without considering equipment mass , y = 1.30 . The above results show that the effect of hydrodynamic pressure and dynamic soil pressure on y can ...
... hydrodynamic pressure , y = 1.18 ; without considering dynamic soil pressure , y = 1.15 ; without considering equipment mass , y = 1.30 . The above results show that the effect of hydrodynamic pressure and dynamic soil pressure on y can ...
Page 73
... hydrodynamic pressure of elastic structure under unit acceleration is h h P1 = ƒm2 p " C " , ( 2 ) dz - πα ' 16 ps ... hydrodynamic pressure can be approximately represented as P = P , √1 + [ 0.37 ( B − 1 ) Ƒa kg , ( 12 ) For the ...
... hydrodynamic pressure of elastic structure under unit acceleration is h h P1 = ƒm2 p " C " , ( 2 ) dz - πα ' 16 ps ... hydrodynamic pressure can be approximately represented as P = P , √1 + [ 0.37 ( B − 1 ) Ƒa kg , ( 12 ) For the ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
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amplitude analysis angle applied ASME assumed bending body bottom buoy buoyant cable cage calculated coefficient compared component considered construction Copyright cost deck deflection depth developed diameter direction displacement distribution domain dynamic effect elastic element energy Engineering equation estimate experiment experimental Figure fish floating structure flow fluid frame frequency function given grid horizontal hydrodynamic hydroelastic incident wave increases International Japan length lift force linear loading located mass maximum mean measured Mechanics meters method modal mode mooring motion navigation obtained Ocean Offshore operate period pipeline position presented pressure pump Qmax relative represented resonant respectively response robot scale shoreline shown shows significant simulation spectrum surface surge Table tank tension Theseus towed unit University vehicle velocity vertical wave height wind