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 354
... approach can , nevertheless be increased by introducing the non linear part of the bending strains , which leads to take into ac- count the " initial stress " matrix Ks as it is proposed in ( 3 ) and ( 4 ) . An even better approach is ...
... approach can , nevertheless be increased by introducing the non linear part of the bending strains , which leads to take into ac- count the " initial stress " matrix Ks as it is proposed in ( 3 ) and ( 4 ) . An even better approach is ...
Page 424
... approach suggested by Prakash and Puri ( 1981 , 1988 ) . The details of the tests for dynamic shear modulus determination are not discussed in this paper . Computed Response of the Pile Soil and Pile Properties are : Diameter of the ...
... approach suggested by Prakash and Puri ( 1981 , 1988 ) . The details of the tests for dynamic shear modulus determination are not discussed in this paper . Computed Response of the Pile Soil and Pile Properties are : Diameter of the ...
Page 450
... approach have been explored in a number of papers , notably by Larrabee and Cornell ( 1981 ) and Turkstra and Madsen ( 1980 ) . It is agreed that the approach provides for a load combination format that is consistent with the ...
... approach have been explored in a number of papers , notably by Larrabee and Cornell ( 1981 ) and Turkstra and Madsen ( 1980 ) . It is agreed that the approach provides for a load combination format that is consistent with the ...
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