Barbat et al (2006) - MUR_LWAL_Low-rise (2storeys)

Description

Name: Barbat et al (2006) - MUR/LWAL_Low-rise (2storeys) | General comments: Sample data: unreinforced masonry buildings of Barcelona, located in the Eixample district. Model details: Detailed structural plans were used to model the representative buildings. The analysed unreinforced masonry models correspond to two storeys (low-rise), four storeys (mid-rise) and six storeys (high-rise) buildings. The analysis model consisted of macro elements describing the nonlinear in-plane mechanical behaviour of the masonry panels (the out-of-plane response was not included in the analysis). Definition of limit states: Slight ( 0.7Dy ), Moderate ( Dy ), Extensive ( Dy+0.25(Du-Dy) ), and Complete ( Du ); where Dy and Du are the yielding and the ultimate displacement respectively. The fundamental period of the building was computed based on the parameters that define the bilinear capacity curve.Valid for: ESP

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: Barbat et al.. Performance of Buildings under Earthquakes in Barcelona, Spain, Computer-Aided Civil and Infrastructure Engineering 21 (2006) 573–593. http://onlinelibrary.wiley.com/doi/10.1111/j.1467-8667.2006.00450.x/abstract

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/