Bibliographic citations
Quezada, E., Serrano, Y. (2020). Propuesta del Factor de Amplificación dinámico de la Norma Peruana E.030 para el Diseño Sismorresistente de torres altas con sistema estructural núcleo rígido mediante análisis tiempo-historia en la ciudad de Lima [Trabajo de investigación, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/650362
Quezada, E., Serrano, Y. Propuesta del Factor de Amplificación dinámico de la Norma Peruana E.030 para el Diseño Sismorresistente de torres altas con sistema estructural núcleo rígido mediante análisis tiempo-historia en la ciudad de Lima [Trabajo de investigación]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2020. http://hdl.handle.net/10757/650362
@misc{sunedu/4382551,
title = "Propuesta del Factor de Amplificación dinámico de la Norma Peruana E.030 para el Diseño Sismorresistente de torres altas con sistema estructural núcleo rígido mediante análisis tiempo-historia en la ciudad de Lima",
author = "Serrano Arone, Yaneth",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2020"
}
Abstract. Currently, there is an increase in the demand for tall buildings in the city of Lima. This research proposes to reduce the dynamic amplification factor through the seismic design of tall buildings based on the requirements of Peruvian code considering that they are regular in plan and height. Mini-mum base shear values according to the comparison of static seismic shear and dynamic shear from spectral modal analysis were reviewed for cases of buildings larger than 120 meters. The study of 28 reinforced concrete build-ings was proposed, with different heights - varying from 24 to 36 floors, with different floor configurations, as well as the arrangement of the walls considering as a rigid core structural system. Additionally, the characteristics of the materials, the loads and combinations were defined. The responses of these buildings were determined by the response spectrum analysis (RSA) and then compared with those obtained by the lineal response history analy-sis (LRHA), for the last analysis, five Peruvian seismic records were used and scaled to 0.45g. The seismic responses of the LRHA procedure were taken as benchmark. The result of this study is the analysis and proposal of the C / R factor for high-rise buildings, as well as obtaining the base shear and drift verification. Minimum base shear values can be reduced for high or long-term buildings, being regular in plan and height.
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