Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 367
... function " as a distribu- tion for extreme estimation . This can be done even if the function itself does not present a true distri- bution in its total definition range . The main reason for proposing this method , is that the tail of ...
... function " as a distribu- tion for extreme estimation . This can be done even if the function itself does not present a true distri- bution in its total definition range . The main reason for proposing this method , is that the tail of ...
Page 435
... function . The objective function to be minimized is the weight of the jacket which is a function of the group area varia- bles . Geometrically , this method first determine the direction of most rapid decrease in objective function ...
... function . The objective function to be minimized is the weight of the jacket which is a function of the group area varia- bles . Geometrically , this method first determine the direction of most rapid decrease in objective function ...
Page 535
... function . The deviation function is always modeled using deviation variables only . This is in contrast to traditional mathematical programming where multiple objectives are not explicitly modeled and a measure of goodness is provided ...
... function . The deviation function is always modeled using deviation variables only . This is in contrast to traditional mathematical programming where multiple objectives are not explicitly modeled and a measure of goodness is provided ...
Contents
COMPLIANT STRUCTURES | 313 |
Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |
RISERSMOORINGSCABLES | 345 |
Copyright | |
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amplitude analysis array axial beam Beaufort Sea behaviour bending moment bow quartering brace buoy buoyancy cable calculated compliant towers configuration curvature curve damping deck deflection developed diesel displacement distribution drag coefficient drillship dynamic Engineering environmental equation fatigue flexible riser force function heave horizontal hydrodynamic in-plane installation interaction jacket length linear load combination marine riser matrix maximum measured method mode mooring system Non-dim nonlinear obtained offshore structures Oseberg parameters phase pipe platform predicted problem Prudhoe Bay pycnocline ratio Rayleigh distribution relative response riser system riser tensioner rotating rubber fender seastates shaft shown in Figure simulation soil solution static stiffness Stirling Stirling Engine storage barge strain submarine surface Table template tension tests tion tower trawl Trondheim truss underwater values vector velocity vertical vessel water depth wave height wave load wave period