Structural Comparison of Performance Point Using Pushover Method for Three Different Structure Systems
DOI:
https://doi.org/10.56124/finibus.v8i15.001Keywords:
structural systems, performance, ductility, earthquake resistance, pushoverAbstract
The objective of this research is to compare the structure at the point of performance using the Pushover method to three structural systems designed for an 8-story reinforced concrete building. It was carried out through documentary, applied and descriptive research, emphasizing the collection and information of theoretical data for a non-linear static analysis of structures. The main results of the analysis demonstrate that the performance and ductility point of the three seismic structure systems through Pushover analysis must meet the acceptability criteria through the structural capacity curve of the building. It is concluded that the scope of this research is developed to demonstrate structural performance and ductility by nonlinear static analysis using the Etabs program.
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