Singhal_Kiremidjian_96_RC_Lowrise
Description
Name: Singhal_Kiremidjian_96_RC_Lowrise | General comments: A single geometrical configuration is used for this class but the material properties (concrete compressive strength and steel yield strength) are varied within the class with Monte Carlo simulations.
The damage states minor, moderate, severe and collapse correspond to Park and Ang values of 0.1-0.2; 0.2-0.5; 0.5-1; >1.
The Intensity Measure used is the average spectral acceleration ordinate in the period range 0.1 - 0.5. For the sake of simplicity a mean period 0.3 has been identified for this function. 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: Singhal; Kiremidjian. method for probabilistic evaluation of seismic structural damage, Structural engineering.
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: |
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Continent: |
North America |
Country: |
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Region/City: |
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building:Direction: |
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building:Material: |
CR |
building:LLRS: |
-- |
building:Height: |
HBET:1-4 |
building:Year: |
-- |
building:Surroundings: |
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building:Occupancy: |
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building:Ground floor hydrodynamics: |
-- |
building:Roof Shape: |
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building:Floor material: |
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building:Foundations: |
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building:Fire protection: |
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