Hi, everyone,
How can i make pushover analysis stop when the strain of core concrete reach ultimate strain?
pushover stop point
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Re: pushover stop point
You can find the answer to your question in the below topic:
http://opensees.berkeley.edu/community/ ... =2&t=64162
Also you can always conduct pushover until a desired displacement and check back the strains later by post-processing the results.
http://opensees.berkeley.edu/community/ ... =2&t=64162
Also you can always conduct pushover until a desired displacement and check back the strains later by post-processing the results.