Evaluación estructural de la Universidad Antonio Nariño sede Pereira mediante inspección visual y ensayos no destructivos, a la luz del reglamento colombiano NSR-10.

This master document is made up of 6 chapters, which aim to present how the structural evaluation addresses an idea of the current state of the Universidad Antonio Nariño, Pereira. Based on a visual inspection carried out with the FEMA 154 form of the conditions of the structure where it was determi...

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Bibliographic Details
Main Authors:	Ortiz Cespedes, Cristian David, Molina Acosta, Brayan Stiven
Other Authors:	Gutierrez Zarate, Sergio Andres
Format:	Tesis/Trabajo de grado - Monografía - Pregrado
Language:	Español
Published:	Ingeniería Civil 2024
Subjects:	Evaluación estructural, Evento Sísmico, Patología, Ensayos de laboratorio, Modelación, Reglamento de Construcción Sismo Resistente NSR-10, Lesiones constructivas. Structural Evaluation, Seismic Event, Pathology, Laboratory Tests, Modeling, Seismic Resistant Construction Regulation NSR-10, Construction Injuries.
Online Access:	https://repositorio.uan.edu.co/handle/123456789/11952
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Summary:	This master document is made up of 6 chapters, which aim to present how the structural evaluation addresses an idea of the current state of the Universidad Antonio Nariño, Pereira. Based on a visual inspection carried out with the FEMA 154 form of the conditions of the structure where it was determined which type of pathology affects, where, with a complement of injury sheets defined the most critical areas of the structure. The existing information of the construction of the building was collected and its concordance with the original structure was checked; the verification of the minimum parameters of the Colombian Regulation of Earthquake Resistant Construction NSR-10, which gave a clear and precise idea of their response to an earthquake. The methodology applied and statistical analysis of data and results obtained through the developed trials are also presented, with which the software modeling of the structure was carried out, defining the seismic and structural vulnerability of the building, where it is evident that the structure presents overeffort in some columns and the requirements of derivations show an index of flexibility with non-compliance to the norm. Having said this, the analysis is presented and, according to the results obtained, a proposal for strengthening or maintaining the system is made with its respective recommendations