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This document summarizes a seismic analysis assignment that includes: 1) Modeling the 1940 El Centro earthquake ground motion in MATLAB. 2) Calculating the first two natural frequencies and periods of the structure by hand and in SAP2000. 3) Performing linear and nonlinear time history analyses in SAP2000 at 2% and 5% damping and comparing the results. The nonlinear analyses showed lower accelerations and displacements due to yielding of columns. 4) Analyzing the effect of P-Delta on the nonlinear time

Author

Sevak Hakobyan

Language

EN