Citas bibligráficas
Paredes, R., Vargas, J. (2024). Diseño y análisis sismorresistente de una edificación de sistema de muros estructurales de concreto armado que consta de cinco niveles y tres sótanos destinado a oficinas [Trabajo de Suficiencia Profesional, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/675575
Paredes, R., Vargas, J. Diseño y análisis sismorresistente de una edificación de sistema de muros estructurales de concreto armado que consta de cinco niveles y tres sótanos destinado a oficinas [Trabajo de Suficiencia Profesional]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2024. http://hdl.handle.net/10757/675575
@misc{renati/1299106,
title = "Diseño y análisis sismorresistente de una edificación de sistema de muros estructurales de concreto armado que consta de cinco niveles y tres sótanos destinado a oficinas",
author = "Vargas Herrera, Jose Franco",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2024"
}
The present thesis conducts a comparative evaluation of the seismic response of the structure using two analysis methods: spectral modal analysis and time history analysis, ultimately designing a section of each structural element. The main objective is to compare the results of displacements, distortions, and shear forces obtained through both methods. The building under study is located in the Lima district, within the area with the highest seismic activity in Peru, which increases the relevance of the study due to the necessity of designing resilient structures in this area. The methodology employed includes the application of the current Peruvian standards E.030 and E.060 and the modeling of the structure in the ETABS software. Dimensions, loads, and materials were configured according to the specific parameters of each analysis method. The results reveal differences between the two methods. Generally, the displacements and distortions obtained through time history analysis, in the case of Lima 1966 a maximum displacement of 0.022 meters and thus a distortion of 0.0062, are greater than those from the spectral modal analysis, in which a maximum displacement of 0.001 meters and thus a drift of 0.0028 are obtained. Additionally, the shear forces vary depending on the method used, with the time history analysis yielding a maximum of 2098.88 tonf and the dynamic analysis 1317.07 tonf, showing differences that could influence the final design of the structure. In conclusion, the thesis demonstrates that both methods yield different results, underscoring the importance of choosing the appropriate method for seismic analysis of buildings in high seismicity zones. It emphasizes that Peruvian regulations do not require time-history analysis. The research fulfills the set objectives, providing valuable information for structural design and analysis in Lima.
Este ítem está sujeto a una licencia Creative Commons Licencia Creative Commons