Karamba3D Discussions (750)

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Karamba3D example "Shell Cross Section Optimization“” Shell Cross Section Optimization I have Rhino 6, Karamba3D 1.3.1 and Octopus 0.4. When load the gh file, it shows "current state of octopu… Started by Sean	1	May 30, 2019 Reply by Matthew Tam
Shell & Cable: Connectivity Issue? Hello, I’m studying a shell structure stabilized with cables. I scaled down the problem to a simple shell structure with pre-tensioned cab… Started by MT	2	May 29, 2019 Reply by MT
impossible to make a joint beam Hi every one, here is my problem: On the first picture you can see my model. In this model I would like all the point I put in red on the… Started by Pommy	1	May 26, 2019 Reply by Karamba3D
Tensioning cables in Karamba Hia, I was wondering if it's possible to post tension a cable in Karamba. At the moment I'm modeling a cable-stayed bridge and I would lik… Started by Merijn de Leur	10	May 15, 2019 Reply by Merijn de Leur
Karamba Modal Analysis Hello Karamba team, (Further to previous discussions on email) We are in the process of creating a tool which uses the dynamic analysis mod… Started by Lucas Epp	6	May 13, 2019 Reply by Karamba3D
Periodic boundary condition I want to add periodic boundary condition into simulation such as constraints in displacements. Is it possible? Started by taisukeoO	1	May 8, 2019 Reply by Karamba3D
Load combination Hi, I am new in Karamba. I would like to know if there is a way to make various load combinations combining different types of load (gravit… Started by Marina	0	May 4, 2019
Support conditions in Karamba I was wondering is someone could check if these are correct options for the support conditions in Karamba: Also the last part - hinged c… Started by djordje	7	Apr 16, 2019 Reply by Karamba3D
Beam hinge joints Hello guys, I just notice that in my file, I just cannot turn the joints between the cables and the two shells into hinges. I have checked… Started by Yinan Xiao	2	Apr 4, 2019 Reply by Matthew Tam
Modelling the response of a beam past its buckling load using Karamba I am trying to model the response of a single panel under a vertical force past its buckling capacity. For my first attempt I created a bea… Started by Becky Miller	2	Mar 20, 2019 Reply by Becky Miller