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 503
... fenders as large as possible and to evaluate an effect of non - linear fender reaction force to the motions of storage barge in large fender deflection range . 129 ° 0 ' Point B 59 Wave Height , Point T Point 0 Measurement Turminal ...
... fenders as large as possible and to evaluate an effect of non - linear fender reaction force to the motions of storage barge in large fender deflection range . 129 ° 0 ' Point B 59 Wave Height , Point T Point 0 Measurement Turminal ...
Page 504
... fender . Namely , the largest value of the mean deflections of rubber fender for each month was found to be only 27 mm ( strain of 0.9 % ) . This means that any problem in the mooring system is not expected in the conditions meas- ured ...
... fender . Namely , the largest value of the mean deflections of rubber fender for each month was found to be only 27 mm ( strain of 0.9 % ) . This means that any problem in the mooring system is not expected in the conditions meas- ured ...
Page 505
... fenders in each month . The deflections of rubber fenders are large in winter and summer as same as in the case of motions of the storage barge . In winter , the deflection of rubber fender set in the south of storage barge tends to be ...
... fenders in each month . The deflections of rubber fenders are large in winter and summer as same as in the case of motions of the storage barge . In winter , the deflection of rubber fender set in the south of storage barge tends to be ...
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