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 I - 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 I - 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 |
PART | 314 |
NonLinear Dynamic Interaction Between Mooring Systems and Floating Structure Under | 337 |
Copyright | |
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added mass amplitude analysis axial B-spline beam Beaufort Sea behaviour bending bending moment bow quartering brace buoy buoyancy cable calculated coefficient compliant towers configuration curvature curve cylinder damping deck deflection developed displacement drag drag coefficient drillship dynamic effects elements Engineering environmental equation fatigue flexible riser force frequency function Gaussian curvature hull hydrodynamic in-plane installation interaction linear load combination marine matrix maximum Measured Potential Inc method mooring system Non-dim nonlinear obtained offshore structures Oseberg parameters platform predicted problem Prudhoe Bay pycnocline ratio riser system riser tensioner rotation rubber fender seastates shaft shown in Figure simulation solution static stiffness Stirling Stirling Engine storage barge strain stress submarine surface SWATH tension tests truss underwater vector velocity velocity potential vertical vessel Viscous vortex water depth wave height wave loads wave period wind/wave