Prestaciones sismorresistentes de un edificio sanitario proyectado con la NCSE-02

F. J. Pérez; L. Morillas

doi:10.3989/ic.16.117

Autores/as

F. J. Pérez Universidad de Valladolid https://orcid.org/0000-0002-3024-8280
L. Morillas Universidad de Valladolid https://orcid.org/0000-0002-0861-2381

DOI:

https://doi.org/10.3989/ic.16.117

Palabras clave:

Evaluación sismorresistente, terremotos, instalaciones sanitarias, estructuras porticadas, daños, pérdidas

Resumen

Se evalúan las prestaciones sismorresistentes de un edificio de uso sanitario proyectado con la normativa española actual. La evaluación ha sido realizada en el marco de una metodología probabilística que provee una base consistente con las incertidumbres del proceso de evaluación. Un prototipo de edificio sanitario sirve como base para discutir una estimación realista de las implicaciones de terremotos raros y ocasionales en edificios de importancia especial. Para este fin, el estudio comprende un análisis dinámico no lineal de la estructura del edificio, la identificación de grupos de prestaciones estructurales y no estructurales, la expresión probabilística de la respuesta de la estructura y la cuantificación de daños y costes de reparación mediante relaciones de fragilidad. Este trabajo revela que las prestaciones sismorresistentes del edificio analizado son inapropiadas en términos de daños, pérdida de funcionalidad y costes de reparación.

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