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 609
... axial displacement is obtained from the usual linear stress - strain law and is given by : น PL EA General data for these examples are given in Table 1 . Geometric Data L = a 1.435 - 24.15 m mum t = 5.00 mum = 0.01 0.00 where A is the ...
... axial displacement is obtained from the usual linear stress - strain law and is given by : น PL EA General data for these examples are given in Table 1 . Geometric Data L = a 1.435 - 24.15 m mum t = 5.00 mum = 0.01 0.00 where A is the ...
Page 610
... axial load is first applied without eccentricity and thus causes bending only in the x - y plane , because of the initial imperfection in this plane . When the total axial displacement reaches twice the yield displacement , u , and the ...
... axial load is first applied without eccentricity and thus causes bending only in the x - y plane , because of the initial imperfection in this plane . When the total axial displacement reaches twice the yield displacement , u , and the ...
Page 616
AXIAL STIFFNESS AND HYSTERESIS Axial Stiffness established : In repeated ( cyclic ) loading regimes , the tangent axial stiffness has been shown to be related to the magnitude of load perturbation about the mean axial load ( 2 ) . Two ...
AXIAL STIFFNESS AND HYSTERESIS Axial Stiffness established : In repeated ( cyclic ) loading regimes , the tangent axial stiffness has been shown to be related to the magnitude of load perturbation about the mean axial load ( 2 ) . Two ...
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