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 655
seen 0.8 Fn cal Exp . O re0.0 0.055 0.110 10CM A 0 0.6 wave. experimental results ; that is , it can be that there is no conspicuous forward speed effect . In particular , in the calculated sults with the forward speed of Oknot ( Fn ...
seen 0.8 Fn cal Exp . O re0.0 0.055 0.110 10CM A 0 0.6 wave. experimental results ; that is , it can be that there is no conspicuous forward speed effect . In particular , in the calculated sults with the forward speed of Oknot ( Fn ...
Page 658
And , for the hydrodynamic force in the surge and heave modes , when the oscillation amplitude grows larger , a small nonlinear effect due to the higher order hydrodynamic component appears . We confirmed that the hydrodynamic forces ...
And , for the hydrodynamic force in the surge and heave modes , when the oscillation amplitude grows larger , a small nonlinear effect due to the higher order hydrodynamic component appears . We confirmed that the hydrodynamic forces ...
Page 691
This Saine effect also occurs in the damaged condition with all mooring lines . Figure 12 presents the value of CR versus water depth in the damaged condition with the failure of lines 7 and 8. In this condition , the effect is the that ...
This Saine effect also occurs in the damaged condition with all mooring lines . Figure 12 presents the value of CR versus water depth in the damaged condition with the failure of lines 7 and 8. In this condition , the effect is the that ...
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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 |