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The assignment involves calculating the structural response of a 2D framed structure subjected to ground motion from Kobe-90 and Northridge-N earthquakes. Students are required to derive the damping matrix using Rayleigh’s method and perform a linear time history analysis, including plotting displacement, velocity, and acceleration responses. Additionally, a theoretical case with altered stiffness values is to be analyzed, with a report and MATLAB files due by April 11, 2023.
- Author
- Abdi Septia Putra
- Language
- EN