
Nonlinear Time History Analysis
This project performs a nonlinear time-history analysis of an 8-story reinforced concrete structure using interactive programming with Python and the OpenSeesPy library. The analysis is based on the guidelines of the Peruvian technical standard E.030 for earthquakes and compares the results with the commercial software ETABS. Additionally, the DXF format is used to import the initial structural design, and EZDXF is used to manipulate these files in Python.
The source code is available on my GitHub profile.



