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 466
... estimated as KA = 220 [ N / mm ] . Specimen - B In - plane principal strain distribution of diaph- ram of the specimen - B subjected to tension load is shown in Fig . 7. Eliminating the inner bracket por- tion , the maximum strain ...
... estimated as KA = 220 [ N / mm ] . Specimen - B In - plane principal strain distribution of diaph- ram of the specimen - B subjected to tension load is shown in Fig . 7. Eliminating the inner bracket por- tion , the maximum strain ...
Page 495
... estimated to : P ub Ep ~ 5.0 MN ~ 2.0 MNm The energy absorbed during the formation of the local dent , E , may be estimated from ( Ellinas and Walker , 1983 ) : Ed = 100 M ( d3 / D ) 0.5 P Based on equation ( 5 ) , E , is estimated to ...
... estimated to : P ub Ep ~ 5.0 MN ~ 2.0 MNm The energy absorbed during the formation of the local dent , E , may be estimated from ( Ellinas and Walker , 1983 ) : Ed = 100 M ( d3 / D ) 0.5 P Based on equation ( 5 ) , E , is estimated to ...
Page 497
... estimated . This result is for one specific accelerometer and natural frequency . However , very similar results ... estimated from recorded acceleration time series indicates a nonlinear damping model of a Coulomb type . In the motion ...
... estimated . This result is for one specific accelerometer and natural frequency . However , very similar results ... estimated from recorded acceleration time series indicates a nonlinear damping model of a Coulomb type . In the motion ...
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