Tarque et al.(2012) - MUR+ADO_H:1 InPlane

Description

Name: Tarque et al.(2012) - MUR+ADO/H:1 InPlane | General comments: Four limit states are defined for in-plane behaviour: - LS1: drift = 0.052% (operational) - LS2: drift = 0.10% (functional) - LS3: drift = 0.26% (life-safety) - LS4: drift = 0.52% (near or collapsed) Functions derived using DBELA. Based on the characteristics of 30 adobe dwellings in Cusco, Peru a 1000 building stock was simulated. Another set of curves was also developed using the response spectrum defined by EC8. Valid for: PER

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: Tarque, N., Crowley, H., Pinho, R., Varum, H.. Displacement-Based Fragility Curves for Seismic Assessment of Adobe Buildings in Cusco, Peru, Earthquake Spectra, Vol. 28, No. 2, pp.759-794. http://earthquakespectra.org/doi/abs/10.1193/1.4000001

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/

Exposure attributes

Primary hazard: Earthquake
Secondary hazard: --
Continent: --
Country: --
Region/City: --
building:Direction: --
building:Material: MUR
building:LLRS: --
building:Height: HEX:1
building:Year: --
building:Surroundings: --
building:Occupancy: --
building:Ground floor hydrodynamics: --
building:Roof Shape: --
building:Floor material: --
building:Foundations: --
building:Fire protection: --