Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2007 - Arctic regions |
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Page 120
Thus , this function will form the part of evaluation in GA . In the static analysis ,
the buoyancy force is simulated through the elastic foundation and as mentioned
before , the genetic strings are binary matrices . When the element in the matrix is
...
Thus , this function will form the part of evaluation in GA . In the static analysis ,
the buoyancy force is simulated through the elastic foundation and as mentioned
before , the genetic strings are binary matrices . When the element in the matrix is
...
Page 150
Overview The parametric study investigated the effect of element type , mesh
density and geometric imperfections on the global moment - curvature and post -
buckling response of a thick - walled pipeline subject to combined loads . A
number ...
Overview The parametric study investigated the effect of element type , mesh
density and geometric imperfections on the global moment - curvature and post -
buckling response of a thick - walled pipeline subject to combined loads . A
number ...
Page 152
Increasing the number of through - thickness integration points for the S4R
elements or number of through - thickness ... Results obtained from the solid brick
element ( C3D8 ) , with an intermediate mesh density , was consistent with those
...
Increasing the number of through - thickness integration points for the S4R
elements or number of through - thickness ... Results obtained from the solid brick
element ( C3D8 ) , with an intermediate mesh density , was consistent with those
...
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Contents
OCEAN SPACE UTILIZATION | 1 |
00000000000000000000000000000000 | 11 |
OMAE200729557 | 17 |
Copyright | |
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analysis applied approach ASME beach blade body bottom boundary breaking breakwater calculated coefficient compared comparison computed connection considered Copyright density depth developed device direction displacement distribution effect efficiency element energy Engineering equation estimated experimental experiments factor Figure floating flow fluid force foundation frequency function given increase installed International length limit linear load maximum mean measured Mechanics method motion natural nonlinear observed obtained Ocean offshore offshore wind operation parameters performance period pile pipe pipeline position potential predicted present pressure problem ratio reference relative reported Research respectively response rotor scale scour selected shown shows significant simulation soil solution speed standard stress structure surface Table Technology tidal unit University velocity vertical wave wave height wind turbine