Bibliographic citations
Alarcón, J., Asto, J. (2018). Proyecto de reforzamiento estructural del edificio multifamiliar Los Rosales de 10 niveles con disipadores de fluido viscoso [Tesis, Universidad Privada Antenor Orrego - UPAO]. https://hdl.handle.net/20.500.12759/4187
Alarcón, J., Asto, J. Proyecto de reforzamiento estructural del edificio multifamiliar Los Rosales de 10 niveles con disipadores de fluido viscoso [Tesis]. : Universidad Privada Antenor Orrego - UPAO; 2018. https://hdl.handle.net/20.500.12759/4187
@misc{renati/377526,
title = "Proyecto de reforzamiento estructural del edificio multifamiliar Los Rosales de 10 niveles con disipadores de fluido viscoso",
author = "Asto Pinedo, Jesus Noe",
publisher = "Universidad Privada Antenor Orrego - UPAO",
year = "2018"
}
The project comprises the study of structural reinforcement of an existing 10-level building with viscous fluid dissipators incorporated in both directions. The predominant structural system of the building in the ““X““ and ““Y““ direction is Structural Walls, the plates take The major efforts of the building, The foundation is given by a platea with a depth of shame of 3.00m a cant of 0.60m. To control the settlement. The building without sinks does not comply with the allowable drift, having a displacement of (0.010 - 0.013) and according to the Peruvian norm NTS E.030 earthquake resistant, the maximum is 0.007. The configuration of heatsink arrangements is studied diagonally. Also, viscous energy dissipators were implemented in the virtual model to achieve a better performance of the structure through the time history records of the REDACIS (National Accelerator Network of CISMID). In order to be able to model the dissipators, we performed a nonlinear time history analysis (FNA),we examine the structure responses using nonlinear dissipators with exponent α = 0.5, established in the ASCE 7-10 Based on energy concepts, expressions are used to calculate the necessary effective damping of a building. The results obtained in the virtual model indicate that with the use of these devices it is possible to reduce the displacements in the centers of mass, the drifts of mezzanine, the axial forces, cutting and bending moments in the structural elements in each one of the Levels. In the virtual model meets the limits of distortions of mezzanine according to our regulations. Average reductions in the ““X““ direction of 36.43% were obtained for the maximum spectral displacements and 31% for the spectral forces at the base of the structure. Taylor Devices dissipators were chosen, the total of 3 for each XX-YY direction, being a total of 6 heaters per level, located in the corners of the structure, where they present greater accelerations.
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