Bibliographic citations
Lopez, S., Plasencia, C. (2019). Diseño estructural del edificio multifamiliar las flores del golf de 9 niveles empleando disipadores de energía " shear link bozo" [Tesis, Universidad Privada Antenor Orrego - UPAO]. https://hdl.handle.net/20.500.12759/5497
Lopez, S., Plasencia, C. Diseño estructural del edificio multifamiliar las flores del golf de 9 niveles empleando disipadores de energía " shear link bozo" [Tesis]. : Universidad Privada Antenor Orrego - UPAO; 2019. https://hdl.handle.net/20.500.12759/5497
@misc{renati/372923,
title = "Diseño estructural del edificio multifamiliar las flores del golf de 9 niveles empleando disipadores de energía " shear link bozo"",
author = "Plasencia Ninatanta, Carlos Santos Benedicto",
publisher = "Universidad Privada Antenor Orrego - UPAO",
year = "2019"
}
The present thesis aims to verify the effectiveness of the SLB dissipator in the seismic resistant design of structures. For this, a seismic-resistant analysis of the MULTI-FLAT BUILDING FLORES DEL GOLF DE 9 NIVELES was carried out, located at Prolongación Huamán S / N, Mz. ""A"" Lt. 16 of Urb. LAS FLORES DEL GOLF, District of Víctor Larco Herrera and Province of Trujillo, Department La Libertad. The lot where the building will be built has a total area of 300 m . The building consists of 16 apartments. The structural system of the building is made up of structural walls of reinforced concrete (slabs or walls), columns and beams. Floor systems were used lightweight and solid slabs in one direction, which also function as a rigid diaphragm on each floor of the building. The foundation is formed by a plateau and foundation beams. Both the analysis and the structural design were developed within the regulatory framework of the National Building Regulations (RNE), and the standards that compose it. The seismic analysis was carried out to verify that the earthquake resistant system of the building complies with the requirements specified in Norm E.030 of the RNE, in addition the seismic forces were obtained in each element. The mathematical model for the structural analysis was developed with the help of a computer, through the program ETABS 2016.2.0. The foundation was modeled by discretization using two-dimensional elements of three and four nodes (finite element method), with the help of the SAFE2016 program. The design of the reinforced concrete elements was performed in compliance with the RNE Standard E.060, which is based on the Load and Resistance Factor Desing (LRFD) design method.
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