Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 1American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 154
... spheres studied . More specifically , design guidelines for hemispherical end caps and for spherical pressure vessels in 4500 meters water depth may be non - conservative for 3000 to 4000 meters water depth , for the size of spheres ...
... spheres studied . More specifically , design guidelines for hemispherical end caps and for spherical pressure vessels in 4500 meters water depth may be non - conservative for 3000 to 4000 meters water depth , for the size of spheres ...
Page 158
... spheres was one of the most important parts of the overall manufacturing process . Obtaining a good bond between the ... Spheres Cast in Syntactic Foam Collapse Block Spheres Depth ( meters ) Notes 1 7,8 ( 2094 ) 2130 , 2470 O - Ring ...
... spheres was one of the most important parts of the overall manufacturing process . Obtaining a good bond between the ... Spheres Cast in Syntactic Foam Collapse Block Spheres Depth ( meters ) Notes 1 7,8 ( 2094 ) 2130 , 2470 O - Ring ...
Page 159
... sphere for a 3000 meter water depth is 0.23 , the incorporation of these aluminum spheres into any syntactic product for 3000 meters water depth will produce a more buoyant result . The development project described in this paper ...
... sphere for a 3000 meter water depth is 0.23 , the incorporation of these aluminum spheres into any syntactic product for 3000 meters water depth will produce a more buoyant result . The development project described in this paper ...
Contents
HYDRODYNAMIC FORCES | 1 |
OMAE99OFT4071 | 9 |
OMAE99OFT4072 | 19 |
Copyright | |
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amplitude analysis angle applied approach approximately ASME assumed axial boundary buoy buoyancy cable calculated coefficient compared comparison components computed Conference configuration connector considered Copyright cylinder damping defined depending determine developed diameter direction discrete displacement distribution domain drag dynamic effect element Engineering equation experimental experiments expressed falling fatigue Figure floating flow fluid force FPSO frequency function geometry given height horizontal hydrodynamic increase initial International length lift force linear load Marine mass maximum mean measured Mechanics method mode module mooring line motion nonlinear obtained Offshore operation parameters performed period platform position prediction presented pressure problem range relative respectively response riser rope ship shown shows side simulation solution spheres spray stiffness stress structure surface Table tension tests transverse values velocity vertical vessel water depth wave