algorithmic modeling for Rhino
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Minimum deflection using Galapagos vs Analyze large deformationI was inspired by one question on General discussions section of the forum, about grid shell's form finding. What confused me is the differ… Started by djordje |
0 | Nov 21, 2012 |
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 |
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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