Rota et al (2010) - Masonry

Description

Name: Rota et al (2010) - Masonry | General comments: Sample Data: 1 prototype buildings representative of a structural typology that is common in Italy. 3-storeys masonry building located in Benevento constructed in 1952. Seismic hazard: accelerograms adopted from online strong motion record databases. 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. Structural model implemented in TREMURI. Damage state descriptions: DS1: 70% of the maximum shear resistance (δy) DS2: first shear cracking of pier (obtained from experimental results) (δs) DS3: assumed to correspond to the attainment of the maximum shear resistance DS4: 80% of the maximum shear resistanceValid for: ITA

Reference

From GEM Vulnerability Database: Yepes-Estrada C, Silva V, Rossetto T, et al. The Global Earthquake Model Physical Vulnerability Database. Earthquake Spectra. 2016;32(4):2567-2585. doi:10.1193/011816EQS015DP. https://github.com/gem/global_vulnerability_model/tree/main/_2016_Global_Vulnerability_Database Article: M. Rota, A. Penna, G. Magenes. A methodology for deriving analytical fragility curves for masonry buildings based on stochastic nonlinear analyses, Engineering Structures 32 (pag. 1312-1323). http://www.sciencedirect.com/science/article/pii/S0141029610000106

License

This model is distributed under the Licence CC BY-NC-SA 4.0, Attribution-NonCommercial-ShareAlike 4.0 International - https://creativecommons.org/licenses/by-nc-sa/4.0/. If you wish to use this data for commercial purposes or if you have any questions about GEM licensing terms, please contact GEM at [email protected]. Please see the GEM Foundation Global Vulnerability Model repository for more information: https://github.com/gem/global_vulnerability_model/