![]() The advantage of the proposed global model, represented at the end of the paper, is that only a few data of a house are required for its seismic performance assessment. In order to define the global model of pushover curves, the forces were normalized by the weight of the building or with respect to the average effective floor area of the walls in the given direction whereas the top displacements were normalized by the building's height. All surveyed buildings were then analysed by the pushoverbased method (N2 method) and the results were the pushover curves. Firstly a statistical analysis of important geometrical features of investigated buildings was performed. The models were developed on the basis of survey of ten masonry houses, built in the period from 1970 to 1990. Bauhaus Summer School in Forecast Engineering: Global Climate change and the challenge for built environment 17-29 August 2014, Weimar, Germany Model for the seismic performance assessment of masonry houses in Slovenia TRILLER, Petra University of Ljubljana, Faculty of Civil and Geodetic Engineering, Ljubljana, Slovenia Abstract Two global models for the seismic performance assessment of masonry houses in the Å kofja Loka region are introduced.
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