BeFEA
Structural
- Jun 13, 2011
- 62
I want to run a pushover analysis in which the local axes of shell elements change from step to step.
I know that it is impossible to run a single pushover analysis during which the local axes of shell elements change their angle. However, I would like to know your opinion regarding any other technique that can allow me to represent the previous step of a pushover analysis to a new model, with rotated local axes of shells.
Any opinion? I am familiar with OAPI.
I know that it is impossible to run a single pushover analysis during which the local axes of shell elements change their angle. However, I would like to know your opinion regarding any other technique that can allow me to represent the previous step of a pushover analysis to a new model, with rotated local axes of shells.
Any opinion? I am familiar with OAPI.