Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
From inside the book
Results 1-3 of 50
Page 80
... added weight and system with damages . System With Added Weight As shown in Fig . 9 , a 33 lb. weight was added to point No. 10 on the top plate . The purpose of this experiment is to investigate how the mathematical model changes ...
... added weight and system with damages . System With Added Weight As shown in Fig . 9 , a 33 lb. weight was added to point No. 10 on the top plate . The purpose of this experiment is to investigate how the mathematical model changes ...
Page 427
... added mass coefficients of the surge are negligible . In Fig . 14 , we show the added mass coefficients of the sway obtained from forced swaying tests in a steady flow . Results of experiments show that the effects of the flow velocity ...
... added mass coefficients of the surge are negligible . In Fig . 14 , we show the added mass coefficients of the sway obtained from forced swaying tests in a steady flow . Results of experiments show that the effects of the flow velocity ...
Page 487
... added mass . The added mass term affects only the transverse motions of the cable ( in- plane and out - of - plane ) and not the longitudinal or tangential motions . Thus in order to derive a complete dynamic analysis of a slack cable ...
... added mass . The added mass term affects only the transverse motions of the cable ( in- plane and out - of - plane ) and not the longitudinal or tangential motions . Thus in order to derive a complete dynamic analysis of a slack cable ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
37 other sections not shown
Other editions - View all
Common terms and phrases
analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel wave weight wire