algorithmic modeling for Rhino

Karamba3D Discussions (752)

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Karamba Rigid Diaphragm Hello everyone, as the title suggests.. what's the better way to insert a rigid diaphragm in a building model? i added some really high sti… Started by Francesco P	2	Apr 21 Reply by Michael Fluer
Can't get my grasshopper model to work with Karamba. Hi. I'm totally new to both grasshopper and Karamba but I am trying to make an analysis on my wall structure in Karamba jet something is al… Started by Ragnar Freyr Guðmundsson	2	Apr 16 Reply by Michael Fluer
Non-linear Material? Hi, I haven't found it, but maybe it's there: is there a possibility to consider non-linear material behaviour, e.g. plasticity? Best reg… Started by Stefan	8	Apr 14 Reply by Michael Fluer
Uniform patch load Hi all, I was wondering if it's possible to set a load just to part of a beam. To illustrate what I'm using it for, I'm modelling a bridge… Started by Merijn de Leur	3	Apr 14 Reply by Michael Fluer
error in point load input: couldn't find the node Hi, I need to add a uniform pressure along the ring circle, but there is no option for this. Therefore I divided the circle and create a se… Started by Jing	4	Apr 13 Reply by Michael Fluer
Error of Assemble model (Karamba) Hi, I am trying to analyze one structure by Karamba. There is an error during creating an assemble model. Could anyone know what this erro… Started by cylin	5	Apr 2 Reply by Michael Fluer
Local axes of beams needed for gridshell structure Hi everyone! I'm trying to convert a Karamba model of a gridshell to SCIA (a software package for finite element analysis). In karamba I us… Started by Steven van Eck	8	Mar 24 Reply by Michael Fluer
2 emergent problem to solve in karambaa problem in analysis old building and construction in reality problem1 how to describe the line of beam, and the extension part of beam (in… Started by jiaxing	9	Mar 15 Reply by Michael Fluer
Masonry structures Hi, I would like to ask about masonry structures in Karamba. Description mentions only beam and shells however is that possible to simulat… Started by Onrender	5	Mar 8 Reply by Michael Fluer
von Mises stress deviation in shells For verification purposes in designing a large concrete dome I've compared the von Mises stress between the Karamba Utilization component (… Started by Reese	2	Feb 16 Reply by Michael Fluer