algorithmic modeling for Rhino

Karamba3D Discussions (660)

← Back to Karamba3D
Discussions Replies Latest Activity

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 Mohamad Tuffaha

0 on Friday

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 on Wednesday
Reply by Merijn de Leur

Karamba - user problems

please post here in case of karamba problems !

Started by Karamba3D

176 May 14
Reply by masoumeh shasti

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
Reply by Karamba3D

BESO for beams - Underlying Algorithm

Hello,I am currently investigating BESO in design processes.I am very interested in the BESO for beams component, but I can't seem to figur…

Started by Simon Laporte

3 May 13
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
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

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
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
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
Reply by Becky Miller






  • Add Photos
  • View All


  • Add Videos
  • View All

© 2019   Created by Scott Davidson.   Powered by

Badges  |  Report an Issue  |  Terms of Service