Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 484
Table 1 is for the added mass coefficient A , and 22 Table 2 is for the wave damping coefficient B22 . We see that our results are in very good agreement with other previous results ( 16-18 ) . M = ( A ) . add αβ ( 34 ) NUMERICAL ...
Table 1 is for the added mass coefficient A , and 22 Table 2 is for the wave damping coefficient B22 . We see that our results are in very good agreement with other previous results ( 16-18 ) . M = ( A ) . add αβ ( 34 ) NUMERICAL ...
Page 524
TABLE 1 TLP TETHER DATA Towing Vessel Direction of Motion MWL TETHER 10 m MNm MN kg / m m Distributed buoys Bending stiffness Axial stiffness Mass per unit length Extemal diameter Overall length Normal drag coefficient Tangential drag ...
TABLE 1 TLP TETHER DATA Towing Vessel Direction of Motion MWL TETHER 10 m MNm MN kg / m m Distributed buoys Bending stiffness Axial stiffness Mass per unit length Extemal diameter Overall length Normal drag coefficient Tangential drag ...
Page 641
OG two - dimensional potential hydrodynamic damping coefficient of motion i two - dimensional potential hydrodynamic damping coupling coefficient of motion j into motion i height of the centre of gravity above the still water level ...
OG two - dimensional potential hydrodynamic damping coefficient of motion i two - dimensional potential hydrodynamic damping coupling coefficient of motion j into motion i height of the centre of gravity above the still water level ...
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Contents
CASE HISTORIES OFFSHORE STRUCTURES | 331 |
Hydrodynamic Forces | 337 |
Uncertainties in Estimating SecondOrder LowFrequency Wave Forces and Responses | 343 |
Copyright | |
17 other sections not shown
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Common terms and phrases
acceleration added amplitude analysis assumed behaviour bending body cable calculated coefficient column compared component concept concrete connection considered curvature curves cylinder damping deck deformation determined developed direction displacement domain drag dynamic effect element Engineering equation field Figure flexible force frequency friction function given hydrodynamic impact increase installation internal jack jacket joint length lifeboat lift force linear load mass matrix mean measured Mechanics method mode motion natural nodes nonlinear obtained Offshore operation performed period phase pile pipe platform position presented pressure production reduced region relative represents respectively response riser rotation seabed ship shown shows soil solution static stiffness structure Table tension tether unit values vector vessel vibration water depth wave
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1991 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791807177, 9780791807170 |
| Export Citation | BiBTeX EndNote RefMan |