Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 54
Page 332
... considered . In the slotted cases , the 12 horizontal slots represented 10 and 20 % porosity . Lastly the octagonal cylinder was replaced by a square one with dimensions 60 x 60 x 60 m . Only the 10 % slots case was considered . Forced ...
... considered . In the slotted cases , the 12 horizontal slots represented 10 and 20 % porosity . Lastly the octagonal cylinder was replaced by a square one with dimensions 60 x 60 x 60 m . Only the 10 % slots case was considered . Forced ...
Page 403
... considered the vessel motions as follows ; ( 3 ) , the in In the above expression inclination of the riser is considered the actual computation . The concentrated masses or inertial effects are also applied on each node . The ...
... considered the vessel motions as follows ; ( 3 ) , the in In the above expression inclination of the riser is considered the actual computation . The concentrated masses or inertial effects are also applied on each node . The ...
Page 434
... considered as a horizontal load applied at the top of the tower . The members have been divided into 6 , 13 and 20 groups . Only stress and area constraints have been considered in the optimization . Buckling is not explicitly con ...
... considered as a horizontal load applied at the top of the tower . The members have been divided into 6 , 13 and 20 groups . Only stress and area constraints have been considered in the optimization . Buckling is not explicitly con ...
Contents
COMPLIANT STRUCTURES | 313 |
Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |
RISERSMOORINGSCABLES | 345 |
Copyright | |
17 other sections not shown
Other editions - View all
Common terms and phrases
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