Assessment Of The Seismic Vulnerability
Of Unreinforced Masonry Buildings
Author(s)
Gr.G. Penelis, A.J. Kappos & K.C. Stylianidis
Abstract
Assessment of the seismic vulnerability of
unreinforced masonry buildings
Gr. G. Penelis, A. J. Kappos & K. C. Stylianidis
Avistotle University of Thessaloniki Dept. of Civil Engineering, Greece
Abstract
A methodology for seismic vulnerability analysis of URM buildings is
presented. It includes the estimation of capacity curves for typical building
classes, as well as vulnerability (fragility) curves in terms of peak ground
acceleration (PGA). The methodology for developing vulnerability curves is
based on a hybrid approach, combining statistical data with appropriately
processed results fiom nonlinear static analyses that permit extrapolation of
statistical data to intensities for which no data are available. The data used are
statistical, derived fxom Greek earthquakes, the Thessaloniki 1978 and the
Aegion 1995 events, with some additional data from the Pyrgos 1993 earthquake
used for comparison purposes. The databases of the first two earthquakes are
briefly presented and processed using a f
Keywords
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