Effect of column pre-dimensioning methods on drifts in 6-story buildings
DOI:
https://doi.org/10.54288/yotantsipanko.v2i2.23Keywords:
pre-dimensioning, columns, drifts, buildingsAbstract
There are different methods to pre-dimension a building, the dimensions adopted by the structural elements will influence the durability of the useful life of a building. In this research, the objective was to analyze the effect of the pre-dimensioning methods: gravity methods, ACI (American Concrete Institute) method and seismic method, which were used for the columns in the drifts of 6-story buildings. It had a descriptive scope, with a quantitative approach where a non-experimental design was used. The results showed that using the appropriate method facilitates the design of the building and also influences the cost of the building. Therefore, it is concluded that pre-dimensioning the columns of the 6-story building influences the behavior of the drifts of the building nodes, the most efficient being the seismic method, which is reflected in the dimensions of the columns. The pre-dimensioning depends on the number of floors, light width and the calculation of load meters.
Downloads
References
Institute, A. C. (2014). Requisito de Reglamento para Concreto Estructural (ACI 318S - 14). Always advancing.
Trinches Boscardin, J., Yepes, V., & Kripka, M. (2019). Optimization of reinforced concrete building frames with automated. ICITECH, 1. DOI: https://doi.org/10.1016/j.autcon.2019.04.024
Vásquez Bustamante, O. (2019). Reglamento Nacional de Edificaciones E 0.30. Lima.
Vivar Q., A. (2021). Ingenieria en Edificaciones Aplicando la NTE E 0.20. Lima: Draft S.A.C Ingenieros.
Calderón Moncloa, R. J. (1996). Predimensionamiento de columnas en edificaciones de concreto armado.
Alfredo Chávez, Hugo Ascencios (2015). Análisis estructural y diseño sísmico de un edificio de 9 pisos con semisótano
BLANCO BLASCO, Antonio. 1996. Estructuración y Diseño de Estructuras de concreto Armado. Lima: Capítulo de Ingeniería Civil, 1996.
Cassis, J., & Scherer, H. (1989). Dimensionamiento óptimo de elementos de hormigón armado en flexión recta según código ACI.
Romero Hermosilla, N. A. (2018). Diseño y análisis estructural Edificio Oregón.
Ortiz Naveda, E. L. (2012). Diseño estructural sismo-resistente de los edificios de departamentos de hormigón armado “Limburg Platz" de la ciudad de Quito, para garantizar la seguridad de los ocupantes (Bachelor's thesis).
Downloads
Published
Issue
Section
License
Copyright (c) 2023 Marcos Josue Rupay Vargas, Nancy Dallana Lupaca Chavez, Rosario Sheyla Bernaola Campos, Yuri Yurico Zelaya Agurto, Harold Enrique Hermoza Samaniego
This work is licensed under a Creative Commons Attribution 4.0 International License.
