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The document outlines an exercise focused on analyzing the inelastic response of a single-degree-of-freedom (SDOF) structure with hysteretic dampers under seismic conditions. It specifies the use of the ElCentro40Ns ground motion and the SDOF(F-D)_V.2.90 computer program for nonlinear dynamic analysis. Key parameters include concrete compressive strength, lateral displacement, and various hysteresis rules and response modification factors to be investigated.

Author

Alex Molina

Language

EN