Evaluation level of Failure Mechanism in a 20-year-old construction
The impact and visible consequences of damage to the structure of a building after natural or anthropogenic phenomena caused by reaction forces in response to the loads received, are typified according to the area of occurrence, their presence gives indications of vulnerability. Safe structural sy...
| Autores: | , , , , , |
|---|---|
| Tipo de recurso: | artículo |
| Estado: | Versión publicada |
| Fecha de publicación: | 2024 |
| País: | México |
| Institución: | UNIVERSIDAD AUTÓNOMA DEL ESTADO DE HIDALGO |
| Repositorio: | PÄDI Boletín Científico de Ciencias Básicas e Ingeniería del ICBI |
| Idioma: | español |
| OAI Identifier: | oai:repository.uaeh.edu.mx:article/11067 |
| Acceso en línea: | https://repository.uaeh.edu.mx/revistas/index.php/icbi/article/view/11067 |
| Access Level: | acceso abierto |
| Palabra clave: | Structural damage Modal analysis Risk Vibrations Instability Daño estructural Análisis modal Riesgo Vibraciones Inestabilidad |
| Sumario: | The impact and visible consequences of damage to the structure of a building after natural or anthropogenic phenomena caused by reaction forces in response to the loads received, are typified according to the area of occurrence, their presence gives indications of vulnerability. Safe structural systems are those that maintain a suitable type of structure built with high quality materials and construction procedures immersed in current regulations, resulting in a favorable performance against any threat, in the present study the evaluation of a structure with age of 20 years, the method of experimental modal analysis implemented on site is used, it was observed that the conditions of the structure before the response of vibrations maintains a structural level of zero risk, result after carrying out a structural survey to find the magnitudes of the service criteria. |
|---|