Bibliographic citations
Cotrina, A., (2021). Comparación de la normativa vigente y la propuesta de norma E.070, en el diseño estructural de un edificio de albañilería confinada de cinco niveles, en el distrito El Porvenir, Trujillo-2020 [Tesis, Universidad Privada del Norte]. https://hdl.handle.net/11537/27569
Cotrina, A., Comparación de la normativa vigente y la propuesta de norma E.070, en el diseño estructural de un edificio de albañilería confinada de cinco niveles, en el distrito El Porvenir, Trujillo-2020 [Tesis]. PE: Universidad Privada del Norte; 2021. https://hdl.handle.net/11537/27569
@misc{renati/510617,
title = "Comparación de la normativa vigente y la propuesta de norma E.070, en el diseño estructural de un edificio de albañilería confinada de cinco niveles, en el distrito El Porvenir, Trujillo-2020",
author = "Cotrina Mendoza, Alex",
publisher = "Universidad Privada del Norte",
year = "2021"
}
The objective of this professional thesis is to compare the structural design of a five-level building for housing use, located in the province of Trujillo, El Porvenir District, La Libertad Region, of confined masonry under the criteria of Standard E .070 and the proposed Standard E.07. The project was developed on a rectangular plot of approximately 175.50 m2, with a covered area of 149.01 m2. The analysis of the building was carried out by means of the flat portico modeling, transforming the concrete sections into masonry connected by rigid arms analyzed in the SAP2000 software; the maximum inelastic distortion is 0.0021 less than 0.005, the allowable by the standard; the building has a correct global resistance in both standards since they are less than 3 times the shear produced by the severe earthquake (VE), the variation for the design of confinement elements between the proposed standard and the current standard is mainly due to reduction factor of resistance to shear due to slenderness of the proposed standard that is 35% higher than that of the current standard E.070, which in turn triggers the increase in internal forces and cross-sectional area of the confinement columns that varies from 25 cm according to current regulations and 35 cm according to the proposed standard E.0.70; the foundation has an average width of 0.80 m, with a depth of 1.10 m and 0.40 m above the foundation.
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