thread569-411254
Hello,
I am quite new with ANSYS. Although I read some similar topics, I cannot find the proper way to achieve what I want. I use ANSYS Workbench.
I have a membrane, and I want to be sure that the shell elements of the model consider only the membrane action of the elements...
It is now ok for me too. Thank you a lot.
Finally, I defined at Load-->Tools-->Amplitude-->Tubular--> my ground motion.
After this I defined as a boundary condition the acceleration of interest and I put there a number which is sth like a scaling factor.
I also removed in this step the boundary...
Dear Irshad,
I am not a new user of Abaqus, but I have the same problem to you. It is really complicated to input an earthquake motion. I tried to do it but ....it's Aborted.
take some ideas from the following presentation...
Hello,
I want to make a model with two columns connected to diagonals in the height, like a built up column but with pinned connections between the columns and the diagonals. I have the different parts in my model but i dont know which is the appropriate constraint to join them. Maybe I must...