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 464
... plane forces of brace walls are directly trans- mitted into in - plane forces of reinforcement plate structures inside the column . EXPERIMENTS OF ACRYLIC MODELS Series of specimens Nine ... IN - PLANE STRAIN BENDING 100. O MICRO X X 464.
... plane forces of brace walls are directly trans- mitted into in - plane forces of reinforcement plate structures inside the column . EXPERIMENTS OF ACRYLIC MODELS Series of specimens Nine ... IN - PLANE STRAIN BENDING 100. O MICRO X X 464.
Page 466
... on mid cross section differs greatly from a beam theory curve . Fig . 5 out - of - plane bending load tension load in - plane bending load axial direction of brace line intersection saddle point mid cross section crown point circumferential ...
... on mid cross section differs greatly from a beam theory curve . Fig . 5 out - of - plane bending load tension load in - plane bending load axial direction of brace line intersection saddle point mid cross section crown point circumferential ...
Page 468
... with piercing brace ( d ) 03 -20 circumferential strain -60 40 -80 Fig . 9 In - Plane Principal Strains on Expanded Outer Surface of Pircing Brace ( Specimen - G , Measured ) Fig . 11 in - plane bending load = 19.6 N cal . O exp ...
... with piercing brace ( d ) 03 -20 circumferential strain -60 40 -80 Fig . 9 In - Plane Principal Strains on Expanded Outer Surface of Pircing Brace ( Specimen - G , Measured ) Fig . 11 in - plane bending load = 19.6 N cal . O exp ...
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