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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...