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 371
The element includes an algorithm for adaptive discretization when fluid drag forces are present . Hence , a single element can be used to model many marine cables , regardless of length . The element is applied to flexible riser ...
The element includes an algorithm for adaptive discretization when fluid drag forces are present . Hence , a single element can be used to model many marine cables , regardless of length . The element is applied to flexible riser ...
Page 372
Ti Ti Current W nonlinear structural analysis , and they can be easily added to a computer code's element library . Because existing cable elements assume that the forces within an element are uniformly distributed , they can be ...
Ti Ti Current W nonlinear structural analysis , and they can be easily added to a computer code's element library . Because existing cable elements assume that the forces within an element are uniformly distributed , they can be ...
Page 410
between elements is changed at a rate proportional to the angular velocity of the rotation . ... It will be shown in the analysis that an asymmetric beam pattern is produced in the 2 - element rotating array which may be un desirable in ...
between elements is changed at a rate proportional to the angular velocity of the rotation . ... It will be shown in the analysis that an asymmetric beam pattern is produced in the 2 - element rotating array which may be un desirable in ...
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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