Resumen

The study consist in 6 phases; In first part, has compilation of the largest amount of existing architectural and structural information of the building was carried out in the university registry; secondly, a qualitative qualification was completed following the guidelines of the FEMA P-154 regulation. Subsequently, an architectural and structural survey was prepared in the AutoCAD software together with a verification of compliance with the minimum standards of the members of an agreement in title C of the Colombian Seismic Resistance Construction Regulation NSR-10. Likewise, non-destructive tests of sclerometry and ferro-scanning were done to determine the mechanical properties of the concrete and the arrangement of the reinforcing steel in column elements. Finally, a digital model of the building was developed using the ETABS 2016 software, where horizontal displacements and floor sales were found for later comparison with the maximum values admitted by the NSR-10. The results obtained allowed us to consolidate a diagnosis that determined the seismic vulnerability of the laboratory number 2 of university of Ibagué.