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 137
... stiffness matrix ( matter of hours on microcomputers ) , it is fortunate that the compliant tower stiffness matrix can be formulated once to include the P - A effects . In practice , it takes two stiffness formulations to include the P ...
... stiffness matrix ( matter of hours on microcomputers ) , it is fortunate that the compliant tower stiffness matrix can be formulated once to include the P - A effects . In practice , it takes two stiffness formulations to include the P ...
Page 291
... stiffness of the concentrated rotational spring is derived from the axial pile stiffness of AE / L ( where A = area , E = elastic modulus , L = length ) . From the approximate description of the beam - spring structure , and a knowledge ...
... stiffness of the concentrated rotational spring is derived from the axial pile stiffness of AE / L ( where A = area , E = elastic modulus , L = length ) . From the approximate description of the beam - spring structure , and a knowledge ...
Page 454
... stiffness matrix is used . Using the Green's strain tensor and the principle of virtual work the basic member force - de for- mation relation is derived . The elastic tangent element stiffness matrix is achieved in a straight forward ...
... stiffness matrix is used . Using the Green's strain tensor and the principle of virtual work the basic member force - de for- mation relation is derived . The elastic tangent element stiffness matrix is achieved in a straight forward ...
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