Bibliographic citations
Olivos, J., (2024). Optimización de cuantía de acero mediante verificación no lineal de diseño basado en desempeño en un edificio de 7 niveles [Universidad Católica Santo Toribio de Mogrovejo]. http://hdl.handle.net/20.500.12423/8058
Olivos, J., Optimización de cuantía de acero mediante verificación no lineal de diseño basado en desempeño en un edificio de 7 niveles []. PE: Universidad Católica Santo Toribio de Mogrovejo; 2024. http://hdl.handle.net/20.500.12423/8058
@misc{renati/1107155,
title = "Optimización de cuantía de acero mediante verificación no lineal de diseño basado en desempeño en un edificio de 7 niveles",
author = "Olivos Vasquez, Jorge",
publisher = "Universidad Católica Santo Toribio de Mogrovejo",
year = "2024"
}
This study explores the optimization of steel reinforcement in a 7-story reinforced concrete building in Chiclayo, using a performance-based seismic design approach. In Peru, traditional structural design relies on linear analysis, which does not always accurately reflect the behavior of structures during severe earthquakes. To address this limitation, this thesis proposes the use of nonlinear analysis, following guidelines in Appendix A of ACI 318-19. The building was initially designed according to Peruvian standards E030 and E060 and then verified using international guidelines (ACI 318-19, ASCE 7-16, LATBSDC, and TBI) through static pushover and dynamic time-history nonlinear analyses. The results indicate that steel reinforcement can be reduced by 5.85% in walls and 10.33% in beams while maintaining story drifts within regulatory limits and increasing ductility in both directions. These findings suggest that performance-based design enables efficient steel usage without compromising structural safety, making it feasible to construct more resilient, cost-effective buildings in high-seismicity regions.
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