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 385
The hydrodynamic interaction effect between the elements has been determined experimentally . The results show very significant interaction depending on motion amplitude and spacing between the elements . a NOMENCLATURE When doing ...
The hydrodynamic interaction effect between the elements has been determined experimentally . The results show very significant interaction depending on motion amplitude and spacing between the elements . a NOMENCLATURE When doing ...
Page 386
In order to get the dragon riser section of N elements the coefficient for one single element should be multiplied , first by the number of elements , and then by an interaction factor to correct for the hydrodynamic interaction between ...
In order to get the dragon riser section of N elements the coefficient for one single element should be multiplied , first by the number of elements , and then by an interaction factor to correct for the hydrodynamic interaction between ...
Page 588
An empirical interaction curve that was estimated from figure 1 , would be almost circular , since this would be a conservative , but not too conservative estimate . A more detailed investigation of the experiments indicates that the ...
An empirical interaction curve that was estimated from figure 1 , would be almost circular , since this would be a conservative , but not too conservative estimate . A more detailed investigation of the experiments indicates that the ...
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Contents
COMPLIANT STRUCTURES | 313 |
Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |
RISERSMOORINGSCABLES | 345 |
Copyright | |
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Common terms and phrases
amplitude analysis applied approach array axial barge beam bending buoyancy cable calculated coefficient combination compared configuration considered corresponding curvature curve damping defined depth determined developed direction displacement distribution drag dynamic effects element Engineering equation estimated extreme factor fatigue Figure flexible riser flow force frequency function geometry given height important increase interaction length linear load marine mass matrix maximum mean measured method mode mooring motion natural Non-dim nonlinear normal obtained offshore operation parameters performed period phase pile platform position Potential predicted present problem production programs ratio REFERENCES relative represents respectively response riser rotating seas selection ship shown shows simulation soil solution static stiffness strain stress structure surface Table tension tests values vector vertical vessel wave wind
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9 |
| 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, 1990 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |