Damage assessment on building structures subjected to the recent near-fault earthquake in Lorca (Spain)

Donaire Ávila, Jesús; Benavent Climent, Amadeo; Escobedo Ruiz, Alberto; Oliver Saiz, E.; Ramírez Márquez, A.L. y Feriche Fernández-Castanys, Mercedes (2012). Damage assessment on building structures subjected to the recent near-fault earthquake in Lorca (Spain). En: "15 World Conference on Earthquake Engineering", 24/09/2012 - 29/09/2012, Lisbon, Portugal. pp. 1-10.

Descripción

Título: Damage assessment on building structures subjected to the recent near-fault earthquake in Lorca (Spain)
Autor/es:
  • Donaire Ávila, Jesús
  • Benavent Climent, Amadeo
  • Escobedo Ruiz, Alberto
  • Oliver Saiz, E.
  • Ramírez Márquez, A.L.
  • Feriche Fernández-Castanys, Mercedes
Tipo de Documento: Ponencia en Congreso o Jornada (Artículo)
Título del Evento: 15 World Conference on Earthquake Engineering
Fechas del Evento: 24/09/2012 - 29/09/2012
Lugar del Evento: Lisbon, Portugal
Título del Libro: 15 World Conference on Earthquake Engineering
Fecha: 2012
Materias:
Palabras Clave Informales: Lorca earthquake, damage concentration, seismic input energy, field study, infill panels
Escuela: E.T.S.I. Industriales (UPM)
Departamento: Mecánica Estructural y Construcciones Industriales [hasta 2014]
Licencias Creative Commons: Reconocimiento - Sin obra derivada - No comercial

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Resumen

The city of Lorca (Spain) was hit on May 11th 2011 by two consecutive earthquakes with 4.6 and 5.2 Mw respectively, causing casualties and important damage in buildings. Lorca is located in the south-east region of Spain and settled on the trace of the Murcia-Totana-Lorca fault. Although the magnitudes of these ground motions were not severe, the damage observed was considerable over a great amount of buildings. More than 300 of them have been demolished and many others are being retrofitted. This paper reports a field study on the damage caused by these earthquakes. The observed damage is related with the structural typology. Further, prototypes of the damaged buildings are idealized with nonlinear numerical models and their seismic behavior and proneness to damage concentration is further investigated through dynamic response analyses.

Más información

ID de Registro: 20116
Identificador DC: http://oa.upm.es/20116/
Identificador OAI: oai:oa.upm.es:20116
Depositado por: Memoria Investigacion
Depositado el: 22 Feb 2014 09:02
Ultima Modificación: 21 Abr 2016 22:30
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