Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
From inside the book
Results 1-3 of 75
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 | |
37 other sections not shown
Other editions - View all
Common terms and phrases
adsorber amplitude analysis angle Arctic Engineering axial bending buoyancy cable calculated coefficient compliant tower components Conference on Offshore curve damage diameter displacement drag coefficient drilling dynamic effect equation equipment fatigue finite element flexible floating production flow function horizontal hydrodynamic installation jacket kips length linear liquid limit load marine mass matrix maximum measured Mechanics and Arctic method mode mode shapes model tests modulus mooring line mooring system motion natural frequency nonlinear obtained Offshore Mechanics Offshore Technology Conference operation parameters performance pile pipe pipe materials pipeline platform pressure production riser random wave ratio response rope rotation RPIT shear shear modulus shear strength shown in Figure simulation soil static stiffness strength stress structure subsea surface syntactic foam tendon turbine uranium vane velocity vertical vessel water depth wave forces wave height wave power weight wellhead wire