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 386
Sampling was at 50 ms intervals after lowpass filtering at 4 Hz . This interaction factor may be a function of A MODEL GEOMETRY KC number - spacing between elements The buoyancy element models were circular cylinders , of diameter 40 mm ...
Sampling was at 50 ms intervals after lowpass filtering at 4 Hz . This interaction factor may be a function of A MODEL GEOMETRY KC number - spacing between elements The buoyancy element models were circular cylinders , of diameter 40 mm ...
Page 592
It is , however , not only the geometrical parameters that may influence the form of the interaction curves . ... The figures in the example show that the interaction curve depends severely on the geometry and the level of imperfection ...
It is , however , not only the geometrical parameters that may influence the form of the interaction curves . ... The figures in the example show that the interaction curve depends severely on the geometry and the level of imperfection ...
Page 609
( a ) Elastic Displacement , the Geometric Data L m The elastic component of axial displacement is obtained from the ... due to geometry change ( i.e. bowing of the member ) can be determined from the following relationship : Table 1.
( a ) Elastic Displacement , the Geometric Data L m The elastic component of axial displacement is obtained from the ... due to geometry change ( i.e. bowing of the member ) can be determined from the following relationship : Table 1.
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Contents
COMPLIANT STRUCTURES | 313 |
Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |
RISERSMOORINGSCABLES | 345 |
Copyright | |
21 other sections not shown
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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 |