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 373
The unit basis vectors of the local coordinate system are given by then the normal and tangential components of Ve are used to determine distributed drag forces based on the ( constant ) drag coefficients CDn and CDt .
The unit basis vectors of the local coordinate system are given by then the normal and tangential components of Ve are used to determine distributed drag forces based on the ( constant ) drag coefficients CDn and CDt .
Page 433
ABSTRACT u u , Y X NE X , Y , z components of water particle velocity in x y z cartesian coordinate system Normal vector of water particle velocity u n a n SCY CZ Normal vector of water particle acceleration Direction cosines of tubular ...
ABSTRACT u u , Y X NE X , Y , z components of water particle velocity in x y z cartesian coordinate system Normal vector of water particle velocity u n a n SCY CZ Normal vector of water particle acceleration Direction cosines of tubular ...
Page 555
... principal curvature minimum principal curvature derivative of the curvature with respect to arc length normal curvature in paramtric direction 1 normal curvature in paramtric direction 2 Gauss curvature unit normal to the plane of a ...
... principal curvature minimum principal curvature derivative of the curvature with respect to arc length normal curvature in paramtric direction 1 normal curvature in paramtric direction 2 Gauss curvature unit normal to the plane of a ...
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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 |