algorithmic modeling for Rhino
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Shell view doesn't display any stresses results.I'm trying to take a look on any of the stresses in my shell model but when I try to do so the ShellView turns out red and doesn't generate… Started by Rafael Pastrana |
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Nov 20, 2012 Reply by Rafael Pastrana |
Supports trouble on model assemblyHello everyone, can anybody help me to figure out how to plug more than one support in the assemble box? At this time I'm unable and I want… Started by Rafael Pastrana |
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Nov 18, 2012 Reply by Rafael Pastrana |
my id modelview works on the displacement, but not on the princ stressHello, I only want to see the stress results in the top of my shell structure. I splitt the mesh in 2 ID`s, when i want to view only one I… Started by j koeken |
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Nov 13, 2012 Reply by j koeken |
Karamba principal stresses are not correctHello The result of my Karamba calculation does not match whit the results of my final element program DIANA, i know the results in DIANA a… Started by j koeken |
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Nov 12, 2012 Reply by Karamba3D |
Thickniss shell structureHello, I want to increase the shell thickniss of a structure when i`m reaching the supports is this possible? Regards, Jeroen Started by j koeken |
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Nov 9, 2012 Reply by Robert Vier |
Galapagos optimalisationHello, Galapagos is now working at my optimalisation of my shell structure, does anyone know how to fix this problem? See the attached gh.… Started by j koeken |
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Nov 1, 2012 Reply by j koeken |
Optimization Of Trusses Utilising Genetic AlgorithmsI wish to look into Multi objective Optimization of trusses; such as weight-cost Optimisation (fabrication cost included weld lengths, asse… Started by Kane Borg |
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Oct 31, 2012 Reply by Diego Gil |
weird behaviour of shell elementsHi, in order to check out the new shell elements, I created a simple geometry: rectangular plate, support at the corners, uniform load. Th… Started by Stefan |
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Oct 30, 2012 Reply by Robert Vier |
beam eccentricitiesDear all, I am testing the eccentricity feature that you can apply on beams (a set of 2 X-beams are connected through hinges, cfr. attach… Started by Lara Alegria Mira |
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Oct 23, 2012 Reply by Lara Alegria Mira |
analyze problem shell structureHello, I`m using karamba for my shell structure. With the analyzis the displacements are given, the princ. stress do not work, how can i s… Started by j koeken |
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Oct 22, 2012 Reply by j koeken |
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