Bibliographic citations
Malpartida, J., Miranda, J. (2022). Determinación del nivel de desempeño sísmico aplicando la técnica del análisis estático no lineal incremental (Pushover), a partir de tres tipos de esquemas mecánicos de acuerdo a los lineamientos de los documentos FEMA 440 y ATC 40, de la edificación de concreto armado: Residencial "Amauta III" ubicada en la Urb. Magisterio -Cusco [Universidad Andina del Cusco]. https://hdl.handle.net/20.500.12557/4742
Malpartida, J., Miranda, J. Determinación del nivel de desempeño sísmico aplicando la técnica del análisis estático no lineal incremental (Pushover), a partir de tres tipos de esquemas mecánicos de acuerdo a los lineamientos de los documentos FEMA 440 y ATC 40, de la edificación de concreto armado: Residencial "Amauta III" ubicada en la Urb. Magisterio -Cusco []. PE: Universidad Andina del Cusco; 2022. https://hdl.handle.net/20.500.12557/4742
@misc{renati/18956,
title = "Determinación del nivel de desempeño sísmico aplicando la técnica del análisis estático no lineal incremental (Pushover), a partir de tres tipos de esquemas mecánicos de acuerdo a los lineamientos de los documentos FEMA 440 y ATC 40, de la edificación de concreto armado: Residencial "Amauta III" ubicada en la Urb. Magisterio -Cusco",
author = "Miranda Huamán, Juan Rodolfo",
publisher = "Universidad Andina del Cusco",
year = "2022"
}
In this research thesis, the theoretical explanation and application of the evaluation of the earthquake resistant performance of the reinforced concrete structure “Residencial Amauta III” of 08 levels, located in Ca. Fortunato L. Herrera 109 of the Magisterial Urb. district of Cusco, province of Cusco and department of Cusco; through the application of the incremental Pushover Nonlinear Static Analysis and the use of three mechanical modeling schemes for the shear walls, from which a comparative analysis of the results obtained is obtained. The mechanical schemes used for the idealization of shear walls (plates) are: “Shell-type walls“, “Beam with rigid arm“ and “Layer-type walls“ according to the possibilities offered by the CSI ETABS v.18 software, the which was chosen to carry out the work of the present investigation, in its modeling tools. Next, a nonlinear static analysis - pushover was carried out following the recommendations given by the ATC-40 and FEMA 440 regulations. From the pushover analysis we obtain the capacity curves for each mechanical scheme and in each direction of analysis, as well as the mechanism for the formation of plastic hinges of the structure until the moment of simulating its collapse. The performance point of the structures is determined by applying the method established in international regulations: Graphic method (FEMA 440, ASCE / SEI 41 -13) result that allows us to evaluate the performance point based on a displacement and a shear force at the base for three different earthquakes. In the structure studied for the most critical condition (collapse) in the analysis direction XX and for the mechanical schemes of “Shell-type walls“ and “Layer-type walls“ there is a performance level of Collapse Prevention PC and for the scheme mechanical “Beam with rigid arm“ for the critical condition (maximum earthquake) this structure is found in Prevention of collapse PC and Collapse C.
This item is licensed under a Creative Commons License