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 463
... brace . The types of reinforcement elements used in the models were diaphram , vertical bulkhead , ring girder , verti- cal girder , piercing brace and so on . Each specimen of joint was fabricated as combination of a standard non ...
... brace . The types of reinforcement elements used in the models were diaphram , vertical bulkhead , ring girder , verti- cal girder , piercing brace and so on . Each specimen of joint was fabricated as combination of a standard non ...
Page 468
... brace . crown point Z ( mm ) 0 50 100 150 connection line 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 ...
... brace . crown point Z ( mm ) 0 50 100 150 connection line 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 ...
Page 495
... brace the residual strength model was modified by remodelling the damaged diagonal brace using 10 beam elements instead of used in the global strength analyses . one as A unit force in the direction of the submarine impact was applied ...
... brace the residual strength model was modified by remodelling the damaged diagonal brace using 10 beam elements instead of used in the global strength analyses . one as A unit force in the direction of the submarine impact was applied ...
Contents
COMPLIANT STRUCTURES | 313 |
Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |
RISERSMOORINGSCABLES | 345 |
Copyright | |
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amplitude analysis array axial beam Beaufort Sea behaviour bending moment bow quartering brace buoy buoyancy cable calculated compliant towers configuration curvature curve damping deck deflection developed diesel displacement distribution drag coefficient drillship dynamic Engineering environmental equation fatigue flexible riser force function heave horizontal hydrodynamic in-plane installation interaction jacket length linear load combination marine riser matrix maximum measured method mode mooring system Non-dim nonlinear obtained offshore structures Oseberg parameters phase pipe platform predicted problem Prudhoe Bay pycnocline ratio Rayleigh distribution relative response riser system riser tensioner rotating rubber fender seastates shaft shown in Figure simulation soil solution static stiffness Stirling Stirling Engine storage barge strain submarine surface Table template tension tests tion tower trawl Trondheim truss underwater values vector velocity vertical vessel water depth wave height wave load wave period