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 449
DESIGN LOAD CRITERIA FOR COMBINATIONS OF OFFSHORE ENVIRONMENTAL LOADS M. A. Maes Queen's University Kingston ... combination rules , as well as avoiding highly divergent risk levels for combinations with contributions from different ...
DESIGN LOAD CRITERIA FOR COMBINATIONS OF OFFSHORE ENVIRONMENTAL LOADS M. A. Maes Queen's University Kingston ... combination rules , as well as avoiding highly divergent risk levels for combinations with contributions from different ...
Page 450
( 3 ) the problem is further complicated by the fact that load combination rules should be optimized over a very broad range of types of combinations ( e.g. wind and waves , wind and ice , wind and currents , ... ) as well as ...
( 3 ) the problem is further complicated by the fact that load combination rules should be optimized over a very broad range of types of combinations ( e.g. wind and waves , wind and ice , wind and currents , ... ) as well as ...
Page 454
... load combination rules as approximations to the exact solution of the specified value of a combined process . The rules take into account the statistical characteristics of the individual contributing environmental load processes , and ...
... load combination rules as approximations to the exact solution of the specified value of a combined process . The rules take into account the statistical characteristics of the individual contributing environmental load processes , and ...
Contents
COMPLIANT STRUCTURES | 313 |
PART | 314 |
NonLinear Dynamic Interaction Between Mooring Systems and Floating Structure Under | 337 |
Copyright | |
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added mass amplitude analysis axial B-spline beam Beaufort Sea behaviour bending bending moment bow quartering brace buoy buoyancy cable calculated coefficient compliant towers configuration curvature curve cylinder damping deck deflection developed displacement drag drag coefficient drillship dynamic effects elements Engineering environmental equation fatigue flexible riser force frequency function Gaussian curvature hull hydrodynamic in-plane installation interaction linear load combination marine matrix maximum Measured Potential Inc method mooring system Non-dim nonlinear obtained offshore structures Oseberg parameters platform predicted problem Prudhoe Bay pycnocline ratio riser system riser tensioner rotation rubber fender seastates shaft shown in Figure simulation solution static stiffness Stirling Stirling Engine storage barge strain stress submarine surface SWATH tension tests truss underwater vector velocity velocity potential vertical vessel Viscous vortex water depth wave height wave loads wave period wind/wave