time of maximum principal stress by a nonlinear time history analysis
Posted: Fri Apr 11, 2025 2:41 pm
Dear community,
I performed a time history analysis of a masonry building with the ASDConcrete3D material to capture the nonlinear response. Now I am exporting the results for further processing, but I have a question about how to configure the menu to extract the maximum principal stresses of a given area of the structure throughout the time step of the seismic record.
I performed a time history analysis of a masonry building with the ASDConcrete3D material to capture the nonlinear response. Now I am exporting the results for further processing, but I have a question about how to configure the menu to extract the maximum principal stresses of a given area of the structure throughout the time step of the seismic record.