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 475
... installation . For example , the telescoping pile arrangement appears to compare well with the other straight - pile arrangements described , however it has different installation requirements and challenges . The choice of a ...
... installation . For example , the telescoping pile arrangement appears to compare well with the other straight - pile arrangements described , however it has different installation requirements and challenges . The choice of a ...
Page 487
... installation phase . Metacentric height is increased by adding solid ballast to the cells . the reduction of the draught of the construction drydock . The proposed concrete base is made of four caissons arranged on a square annulus ...
... installation phase . Metacentric height is increased by adding solid ballast to the cells . the reduction of the draught of the construction drydock . The proposed concrete base is made of four caissons arranged on a square annulus ...
Page 488
... installation site with its deck entirely equipped with the same draft ( 60 meters ) as in the anchored position . Installing a TLP is a critical operation . However , the chosen configuration of the mooring system allows the procedure ...
... installation site with its deck entirely equipped with the same draft ( 60 meters ) as in the anchored position . Installing a TLP is a critical operation . However , the chosen configuration of the mooring system allows the procedure ...
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