Borzi et al (2008) - 4Storeys_InfilledFrame_SismicallyDesigned(c=10%)

Description

Name: Borzi et al (2008) - 4Storeys_InfilledFrame_SismicallyDesigned(c=10%) | General comments: Sample Data: a random population of buildings is generated using Monte Carlo simulation where random variables are used to describe the beam lengths, storey heights, design loads and material properties of the prototype building. Methodology: Simplified Pushover-Based Earthquake Loss Assessment method (SP-BELA). Limit States: light damage, significant damage, collapse and out-of-plane failure. In order to highlight the influence of infill panels on the vulnerability curves, a 4 storey RC building both seismically and non-seismically designed is presented. The seismically designed building has been designed assuming a lateral force equal to 10% of the seismic weight (c=10%).Valid 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: Borzi B., Crowley H., Pinho R.. The influence of infill panels on vulnerability curves for RC buildings, Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China. http://www.iitk.ac.in/nicee/wcee/article/14_09-01-0111.PDF

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/