Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 145
... element with 2 nodes ( third last column ) matches the asymptotic solution for all modes above 2 , and is therefore believed to give quite accurate results . In column 6 is shown results for a 4 node cubic element in which displacements ...
... element with 2 nodes ( third last column ) matches the asymptotic solution for all modes above 2 , and is therefore believed to give quite accurate results . In column 6 is shown results for a 4 node cubic element in which displacements ...
Page 209
... element . This element can be understood as a directional spring , attached to two adjacent nodes . The nonlinear stiffness properties of this element are ... ELEMENT MESH Having determined the elements 209 Copyright © 2000 by ASME.
... element . This element can be understood as a directional spring , attached to two adjacent nodes . The nonlinear stiffness properties of this element are ... ELEMENT MESH Having determined the elements 209 Copyright © 2000 by ASME.
Page 210
ADAPTATION OF THE FINITE ELEMENT MESH Having determined the elements that take part in the intersection , and the coordinates of the intersection point , a modification in the finite element mesh is made , moving the nearest nodes to ...
ADAPTATION OF THE FINITE ELEMENT MESH Having determined the elements that take part in the intersection , and the coordinates of the intersection point , a modification in the finite element mesh is made , moving the nearest nodes to ...
Contents
OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |
OMAE2000OSU OFT3004 | 9 |
OMAE2000OSU OFT3005 | 17 |
Copyright | |
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amplitude analysis angle applied ASME assessment Bay of Campeche beam bending calculated catenary coefficient collision components computed Copyright corresponding corrosion cylinder damping deck developed displacement distribution drag coefficient dynamic effects Engineering environmental equation estimated ETCE/OMAE2000 Joint Conference factor failure fatigue damage Figure finite element fluid force FPSO fractile function Gumbel distribution Haltenbanken heave plate horizontal hydrodynamic increase Joint Conference Energy kurtosis LCVA linear load maximum measured method mode mode shape model tests mooring line mooring system motion natural frequency nonlinear obtained offshore structures Offshore Technology Conference parameters peak pipeline platform prediction pressure probability Proceedings of ETCE/OMAE2000 ratio regular wave response riser Riser Tension rope safety shear ship shown simulation soil Spar spar platform spectral spectrum static stiffener stiffness stress surface surge Table tension values variables velocity vertical vessel vibration Vortex Induced Vibration water depth wavelet wavenumber wind