RotaEtAl2010-MA

Description

Masonry Italy Sample Data.Buildings: 1 prototype buildings representative of a structural typology that is common in Italy. 3-storeys masonry building located in Benevento constructed in 1952$Paragraph$Seismic hazard: accelerograms adopted from online strong motion record databases.$Paragraph$The uncertainty both in the capacity and in the demand is taken into account. The mechanical properties of masonry have been considered as random variables. The geometry of the building is treated deterministically. Fragility parameters: Medians=[0.141, 0.2, 0.265, 0.315], Standard deviations=[0.053, 0.056, 0.059, 0.055] Syner-G taxonomy: FRM=BW FRMM1=None FRMM2=URM-S NS=3 P= E= C= CM= D= FS=R FSM=RC DRS=None RSM= HL=None CL=NC Taxonomy link: https://publications.jrc.ec.europa.eu/repository/bitstream/JRC80560/lbna25883enn.pdf

Reference

SYNER-G Report: https://cordis.europa.eu/docs/results/244061/final1-syner-g-final-report.pdf. | M. Rota, A, Penna, G. Magenes. A methodology for deriving analytical fragility curves for masonry buildings based on stochastic nonlinear analyses. Engineering Structures 32, 1312-1323, 2010.

License

This work is shared in an open access format according to the European Commission's guidelines for the FP7-ENV-2009-1 projects. See also https://cordis.europa.eu/project/id/244061/results