Citas bibligráficas
Aguilar, L., Esquivel, M. (2021). Diseño sísmico por desempeño de un edificio multifamiliar de siete pisos en la ciudad de Trujillo [Tesis, Universidad Privada Antenor Orrego]. https://hdl.handle.net/20.500.12759/7672
Aguilar, L., Esquivel, M. Diseño sísmico por desempeño de un edificio multifamiliar de siete pisos en la ciudad de Trujillo [Tesis]. PE: Universidad Privada Antenor Orrego; 2021. https://hdl.handle.net/20.500.12759/7672
@misc{renati/379845,
title = "Diseño sísmico por desempeño de un edificio multifamiliar de siete pisos en la ciudad de Trujillo",
author = "Esquivel Segura, Meyler Jimmy",
publisher = "Universidad Privada Antenor Orrego",
year = "2021"
}
The analysis and design by performance in structures in recent years is becoming more important in our country, that is why this thesis project covers basic concepts on the topics of nonlinear analysis, both static and dynamic, for the design of reinforced concrete structures. This work developed the analysis and structural design of a building for multi-family homes with seven floors plus a roof terrace. Which we apply the norms of the national regulation of buildings for reinforced concrete structures. Likewise, it was sought to determine the performance of the structure by applying the nonlinear static analysis methodology (PUSHOVER), which consists of the application of lateral forces to the building to then obtain the capacity curve and find the performance point. Then it was sectorized for the different levels of seismic danger (Frequent, Occasional, Design and Maximum Earthquake). Following the parameters of the international regulations Vision 2000 (SEAOC), ATC-40. Using the methods of FEMA 340, FEMA 440, ASCE 41-13. The ductility of the structure was also obtained through the bilinear representation of the capacity spectrum. To find the non-linear dynamic performance of the structure, the incremental dynamic analysis methodology was applied, which is based on applying real earthquakes at the base of the structure through seismic records scaled in an interval from 0.5g to 10g. To determine the maximum displacement and drifts in the last level of the structure, and to graph the IDA curves. The dynamic incremental analysis when giving deterministic responses, we need to adapt it in a probabilistic way, by means of the geometric median (50%) and the dispersion measures (16% and 84% percentile) of the response to a certain level of demand. To meet the objectives of the different levels of performance and the state of damage of the structure proposed by Vision 2000. At the end, a comparison was made between the methodologists used for the analysis, design and structural performance
Este ítem está sujeto a una licencia Creative Commons Licencia Creative Commons