Liel_et_al_2009_RC-DUC-4storeys

Description

Name: Liel_et_al_2009_RC-DUC-4storeys | General comments: Uncertainties in structural component strength, stiffness, deformation capacity, and cyclic deterioration are considered for an archetype structure. The modeling uncertainties are assessed through a response surface, in conjunction with Monte Carlo methods. Reference building code is the 2003 International Building Code (IBC) and the site considered is California. Incremental Dynamic Analysis is used to compute median and dispersion collapse spectral acceleration, with 34 records. Additional information on the structural models can be found in Haselton Ph.D thesis "Assessing seismic collapse safety of modern reinforced concrete frame buildings".Valid for: USA

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: A. Liel, C. Haselton, G. Deierlein, J. Baker. Incorporating modeling uncertainties in the assessment of seismic collapse risk of buildings, Structural Safety .

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/