Bibliographic citations
Ciudad, K., León, J. (2024). Análisis de reforzamiento de muros portantes adheridos con un polímero adhesivo utilizando malla electrosoldada en la ciudad de Trujillo [Tesis, Universidad Privada Antenor Orrego]. https://hdl.handle.net/20.500.12759/32851
Ciudad, K., León, J. Análisis de reforzamiento de muros portantes adheridos con un polímero adhesivo utilizando malla electrosoldada en la ciudad de Trujillo [Tesis]. PE: Universidad Privada Antenor Orrego; 2024. https://hdl.handle.net/20.500.12759/32851
@misc{renati/380834,
title = "Análisis de reforzamiento de muros portantes adheridos con un polímero adhesivo utilizando malla electrosoldada en la ciudad de Trujillo",
author = "León Vargas, Jorge Luis",
publisher = "Universidad Privada Antenor Orrego",
year = "2024"
}
This investigation is based on the following problem: How does the analysis of the reinforcement of load-bearing walls adhered with an adhesive polymer using electro-welded mesh influence the city of Trujillo? The main objective is to determine the influence on the analysis of the reinforcement of load-bearing walls adhered with an adhesive polymer using electro-welded mesh in the city of Trujillo, for which from this objective the research hypothesis could be derived, which is that the analysis of reinforcement of load-bearing walls adhered with an adhesive polymer using electro-welded mesh will influence on a large scale in the city of Trujillo. The type of research is applied, as far as the level is descriptive, correlational and explanatory, of experimental design. The population is the load-bearing walls adhered with a polymer in the city used in the confined masonry system in the city of Trujillo, the type of sampling is non-probabilistic or directed, it has been taken from a load-bearing wall adhered with a polymer. The conclusion of the investigation is that the use of electro-welded mesh in cutting resistance is above the minimum, which is 8.1 Kg/cm2 per wall, with a value of 28.42 kg/cm2. In addition, if we use an additive for cracks, the resistance increases with a value of 29.6 kg/cm2, which contributes to the improvement of the physical properties in the event of a seismic event
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