Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 220
... failure surface is fully mobilized and in the same shape and size as the cylinder formed by the vane rotation . 2. Disturbance of the original stress distributions is negligible . 3. Drainage and progressive failure do not occur in ...
... failure surface is fully mobilized and in the same shape and size as the cylinder formed by the vane rotation . 2. Disturbance of the original stress distributions is negligible . 3. Drainage and progressive failure do not occur in ...
Page 271
... failure is defined through the limit state function g ( z ) , which is negative or zero when failure occurs . Z is the vector of basic variables , i.e. load , resistance , stiffness and geometry variables . After a transformation of the ...
... failure is defined through the limit state function g ( z ) , which is negative or zero when failure occurs . Z is the vector of basic variables , i.e. load , resistance , stiffness and geometry variables . After a transformation of the ...
Page 273
... failure under constant amplitude loading is deter- mined from : tional to stiffness and mass , with a damping ratio = 2 % in the first two eigen modes . The soil stiffness is modeled by linear springs giving horizontal and rotational ...
... failure under constant amplitude loading is deter- mined from : tional to stiffness and mass , with a damping ratio = 2 % in the first two eigen modes . The soil stiffness is modeled by linear springs giving horizontal and rotational ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel wave weight wire