• español 
    • español
    • English
    • français
  • FacebookPinterestTwitter
  • español
  • English
  • français
Ver ítem 
  •   DIGIBUG Principal
  • 1.-Investigación
  • Departamentos, Grupos de Investigación e Institutos
  • Departamento de Mecánica de Estructuras e Ingeniería Hidráulica
  • DMEIH - Artículos
  • Ver ítem
  •   DIGIBUG Principal
  • 1.-Investigación
  • Departamentos, Grupos de Investigación e Institutos
  • Departamento de Mecánica de Estructuras e Ingeniería Hidráulica
  • DMEIH - Artículos
  • Ver ítem
JavaScript is disabled for your browser. Some features of this site may not work without it.

Analysis of the seismic behavior of the Alhambra towers (Granada, Spain) based on information collected from in situ tests

[PDF] Artículo principal (1.206Mb)
Identificadores
URI: https://hdl.handle.net/10481/109315
DOI: https://doi.org/10.14989/ancrisst_2024_36
DOI: http://hdl.handle.net/2433/291275
Exportar
RISRefworksMendeleyBibtex
Estadísticas
Ver Estadísticas de uso
Metadatos
Mostrar el registro completo del ítem
Autor
Suárez Medina, Francisco Javier; Ortega, Javier; Vuoto, Annalaura; Lorenço, Paulo B.
Editorial
Department of Civil and Earth Resources Engineering, Kyoto University, JAPAN
Materia
Alhambra de Granada
 
Torre de la Vela
 
rammed earth
 
non-destructive tests
 
seismic evaluation
 
Fecha
2024
Referencia bibliográfica
Proceedings of the 15th International Workshop on Advanced Smart Materials and Smart Structures Technology (ANCRiSST 2024)
Resumen
The Alhambra is a UNESCO World Heritage Site located in Granada, which is the area with the highest seismic hazard in Spain. The present work focuses on the seismic safety evaluation of the Torre de la Vela, the main tower of the Alcazaba, the fortress of the Alhambra and the first area of the citadel built in the 13th century. The safety evaluation is carried out using finite element modeling and nonlinear static analyses. In a first phase, a numerical model of the tower was prepared based solely on bibliographic review and a first set of analyses was carried out. In a second phase, the monument was visited and a detailed survey including non-destructive testing was carried out. A second set of analyses was performed using an updated model calibrated with experimental results and the seismic safety assessment was carried out. The results are systematically compared and highlight the importance of on-site works for a correct safety assessment of historic structures.
Colecciones
  • DMEIH - Artículos

Mi cuenta

AccederRegistro

Listar

Todo DIGIBUGComunidades y ColeccionesPor fecha de publicaciónAutoresTítulosMateriaFinanciaciónPerfil de autor UGREsta colecciónPor fecha de publicaciónAutoresTítulosMateriaFinanciación

Estadísticas

Ver Estadísticas de uso

Servicios

Pasos para autoarchivoAyudaLicencias Creative CommonsSHERPA/RoMEODulcinea Biblioteca UniversitariaNos puedes encontrar a través deCondiciones legales

Contacto | Sugerencias