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 555
distance between two points first fundamental form coefficient first fundamental
form coefficient first fundamental form coefficient mean curvature reflected light
intensity incident light intensity from a point light source Abstract The creation and
...
distance between two points first fundamental form coefficient first fundamental
form coefficient first fundamental form coefficient mean curvature reflected light
intensity incident light intensity from a point light source Abstract The creation and
...
Page 559
Curvature Lines A line of curvature is a curve on a surface whose tangent at
every point points along a principal curvature direction . The principal directions
at a given point are those directions for which the normal curvature takes on
minimum ...
Curvature Lines A line of curvature is a curve on a surface whose tangent at
every point points along a principal curvature direction . The principal directions
at a given point are those directions for which the normal curvature takes on
minimum ...
Page 562
Lines of curvature are also available and illustrate a particular property of the
surface . ... At each selected interval , a segment is drawn from the point on the
curve along the normal and at a magnitude equal to the magnitude of the
curvature .
Lines of curvature are also available and illustrate a particular property of the
surface . ... At each selected interval , a segment is drawn from the point on the
curve along the normal and at a magnitude equal to the magnitude of the
curvature .
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Contents
Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |
RISERSMOORINGSCABLES | 345 |
HYDRODYNAMIC FORCES | 347 |
Copyright | |
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Common terms and phrases
alternative amplitude analysis applied approach array axial barge bending brace buoyancy cable calculated coefficient combination compared configuration considered corresponding curvature curve damage damping defined deflection determined developed direction displacement distribution drag dynamic effects elements Engineering environmental equation estimated extreme factor fatigue Figure flexible riser flow force frequency function given height important increase indicate installation length linear load marine mass matrix maximum mean measured method mode mooring motion natural nonlinear normal obtained offshore operation parameters performed period phase pile platform position predicted present problem production relative represent respectively response riser rotating selection shown shows simulation soil solution static stiffness storage strain stress structure surface Table tension tests values vertical vessel water depth 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 |