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 391
... operation and maintenance of permanent floating production systems with several flexible risers . INTRODUCTION Flexible risers are a floating production systems . The experience gained from operation of floating systems during the last ...
... operation and maintenance of permanent floating production systems with several flexible risers . INTRODUCTION Flexible risers are a floating production systems . The experience gained from operation of floating systems during the last ...
Page 457
... operation the response will be pure creep ; the arm will displace downward with an elastomer stress which varies slightly . Variation of stress in hang - off mode occurs due to the geometry only , it is not a visco - elastic effect ...
... operation the response will be pure creep ; the arm will displace downward with an elastomer stress which varies slightly . Variation of stress in hang - off mode occurs due to the geometry only , it is not a visco - elastic effect ...
Page 525
... operation utilizes an increasing number of separate or linked computer sys- tems for monitoring , alarm , data collection , process control , bridge control , etc , as illustrated in Fig . 1 . As a basis for operation and maintenance as ...
... operation utilizes an increasing number of separate or linked computer sys- tems for monitoring , alarm , data collection , process control , bridge control , etc , as illustrated in Fig . 1 . As a basis for operation and maintenance as ...
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