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 427
... structure the chances of snagging of the fishing gear can be minimized , and fishermen may in fact in many instances be able to tow over the structure without damage to neither their trawl nor the structure . The paper describes a ...
... structure the chances of snagging of the fishing gear can be minimized , and fishermen may in fact in many instances be able to tow over the structure without damage to neither their trawl nor the structure . The paper describes a ...
Page 428
2 . MODELS 2.1 Protection Structure The protection structure was built in steel tubes in a scale of 1:10 . The structure consists of 4 corner pile sleeves connec- ted with a horizontal bottom frame of l - profiles and a top frame of ...
2 . MODELS 2.1 Protection Structure The protection structure was built in steel tubes in a scale of 1:10 . The structure consists of 4 corner pile sleeves connec- ted with a horizontal bottom frame of l - profiles and a top frame of ...
Page 494
... structure because the loading and even the structure itself will vary . Obtaining this information through repetitive use of conventional calculation models from design has been costly and time - consuming . Therefore , in the early ...
... structure because the loading and even the structure itself will vary . Obtaining this information through repetitive use of conventional calculation models from design has been costly and time - consuming . Therefore , in the early ...
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