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 355
... static or dynamic conditions . This behaviour has been also introduced recently in ( 3 ) and ( 4 ) . Whereas in ( 12 ) , besides the nodal spring approach , a frictional gap element is implemented ( which increases consistency with the ...
... static or dynamic conditions . This behaviour has been also introduced recently in ( 3 ) and ( 4 ) . Whereas in ( 12 ) , besides the nodal spring approach , a frictional gap element is implemented ( which increases consistency with the ...
Page 371
EFFICIENT STATIC ANALYSIS AND DESIGN OF FLEXIBLE RISERS H. R. Riggs and T. Leraand University of Hawaii at Manoa Honolulu , Hawaii Water depth Mean riser top elevation Heave Vessel offset Current. ABSTRACT An improved cable element for ...
EFFICIENT STATIC ANALYSIS AND DESIGN OF FLEXIBLE RISERS H. R. Riggs and T. Leraand University of Hawaii at Manoa Honolulu , Hawaii Water depth Mean riser top elevation Heave Vessel offset Current. ABSTRACT An improved cable element for ...
Page 422
... static loads , 2 . environmental loads , 3 . seismic load , and 4 . tsunamis . Static loads are mainly the gravitational loads of the structure . A significant part of the load on the offshore structure consists of the environmental ...
... static loads , 2 . environmental loads , 3 . seismic load , and 4 . tsunamis . Static loads are mainly the gravitational loads of the structure . A significant part of the load on the offshore structure consists of the environmental ...
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