Reforzamiento Muros de Mampostería en Viviendas de la Comuna 4 de la Ciudad de Villavicencio Mediante la Aplicación de Pañete con Malla Electrosoldada

Abstract

This document proposes a reinforcement solution for non-structural masonry walls in homes located in Commune 4 of Villavicencio. This technique consists of applying a welded mesh reinforced wall panel to one side of the wall, or, where appropriate, both. This strategy seeks to increase the walls' ability to withstand earthquakes in a practical and economical manner. The study is based on in-situ theoretical analysis. A structural physical diagnosis of the buildings was conducted, supported by several scientific and academic articles examining the behavior of unconfined masonry and the effective reinforcement technique of welded mesh reinforced wall panel, which demonstrates its ability to improve the strength, stiffness, and ductility of walls without the need for costly structural modifications. The methodology of this project is based on a combination of direct observation and comparative analysis of structural performance and an evaluation of the economic feasibility of the technique. The goal is for the proposal to not only improve the seismic safety of the homes studied, but also for the implemented technique to serve as a benchmark for housing improvements in areas with similar seismic risks.