Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1American Society of Mechanical Engineers, 2006 - Arctic regions |
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Page 578
Hull reinforcement . Due to the fact that significant loads are to be transmitted to
the hull , care should be taken when deciding to augment the hull scantlings
locally , or not ; Maintainability requirements . Some bilge keels are designed to
have ...
Hull reinforcement . Due to the fact that significant loads are to be transmitted to
the hull , care should be taken when deciding to augment the hull scantlings
locally , or not ; Maintainability requirements . Some bilge keels are designed to
have ...
Page 579
loading varying from zero at the hull connection to its maximum at the bilge keel
tip increasing across the bilge keel span , and a distributed pressure loading
varying randomly across the bilge keel span . For all design purposes the bilge
keel ...
loading varying from zero at the hull connection to its maximum at the bilge keel
tip increasing across the bilge keel span , and a distributed pressure loading
varying randomly across the bilge keel span . For all design purposes the bilge
keel ...
Page 580
Hull reinforcement connections ( either direct or via a doubler plate ) are pushed
and pulled against the hull , and the hull plating is also forced to a joint response
with the former components . However , the transverse stiffeners ( such as ...
Hull reinforcement connections ( either direct or via a doubler plate ) are pushed
and pulled against the hull , and the hull plating is also forced to a joint response
with the former components . However , the transverse stiffeners ( such as ...
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Contents
OFFSHORE TECHNOLOGY | 1 |
OMAE200692014 | 7 |
OMAE200692049 | 17 |
Copyright | |
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added amplitude analysis applied approach ASME bending body bottom boundary calculated capacity coefficients collision compared comparison computed configuration considered Copyright coupled curve damage damping deck defined developed direction displacement distribution domain dynamic effects element energy Engineering equation estimate experimental experiments fatigue field Figure floating flow force frequency function given heave height hull hydrodynamic impact increase International joints length linear load locations mass maximum mean measured Mechanics method mode mooring motion natural nonlinear numerical obtained Ocean offshore operation parameters performed period pile pipe plate platform position predicted presented pressure problem ratio reduced reference relative represents respectively response riser sensor ship shown shows simulation soil solution static stiffness stress structure surface Table tank tension transverse unit values vertical vessel water depth wave weld wind