Seismic performance evaluation of existing unreinforced masonry structures

Mariantonietta Morga (Vortragende:r), Rainer Flesch, B. Rusnov

Publikation: Beitrag in Buch oder TagungsbandVortrag mit Beitrag in Tagungsband

Abstract

This article proposes the seismic vulnerability assessment of a real URM structure in Vienna built in the beginning of the previous century. A non-linear static analysis of building was carried out to define the peculiar behaviour of this kind of URM buildings that compose the historical architectural heritage of Vienna. Before the nonlinear static analysis a Finite Element Model updating was made by using information obtained from field tests. The results of this case of study are representative to understand the behaviour and seismic resistance of this typology of buildings.
OriginalspracheEnglisch
TitelVienna Congress on Recent Advances in Earthquake Engineering and Structural Dynamics 2013 (VEESD 2013)
PublikationsstatusVeröffentlicht - 2013
VeranstaltungVienna Congress on Recent Advances in Earthquake Engineering and Structural Dynamics 2013 (VEESD 2013) -
Dauer: 28 Aug. 201330 Aug. 2013

Konferenz

KonferenzVienna Congress on Recent Advances in Earthquake Engineering and Structural Dynamics 2013 (VEESD 2013)
Zeitraum28/08/1330/08/13

Research Field

  • Ehemaliges Research Field - Mobility Systems

Schlagwörter

  • Nonlinear static analysis; Masonry building; FEM updating; Flexible diaphragm; Structural damage

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