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
... combination rules , as well as avoiding highly divergent risk levels for combinations with contributions from different loading processes . A study was conducted to investigate and possibly improve load combination rules in the context ...
... combination rules , as well as avoiding highly divergent risk levels for combinations with contributions from different loading processes . A study was conducted to investigate and possibly improve load combination rules in the context ...
Page 450
... combination criteria should be effective for a variable range of conditions . ( 4 ) the resulting load combination design format must be practical , efficient and simple ; in so doing , and , to make up for the above theoretical ...
... combination criteria should be effective for a variable range of conditions . ( 4 ) the resulting load combination design format must be practical , efficient and simple ; in so doing , and , to make up for the above theoretical ...
Page 454
... 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 also ...
... 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 also ...
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