Bonett(2003)-CR_LFM_DNO_13storey
Description
Name: Bonett(2003)-CR/LFM/DNO_13storey | General comments: 1. Corresponds to model C.2 SDSR in the thesis (13 storey concrete frame with no seismic design)
2. Limit states are based on elements' performance (Table 9.2):
i- No damage: cracking in some element
ii- Slight damage: yielding in some element
iii- Moderate damage: yielding in all elements
iv- Severe damage: failure of one column
v- Collapse: failure of a whole storeyValid for: COL
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: Bonett Díaz, Ricardo. Vulnerabilidad y riesgo sísmico de edificios. Aplicación a entornos urbanos en zonas de amenaza alta y moderada, Doctoral thesis. http://www.tdx.cat/handle/10803/6230
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: |
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Country: |
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Region/City: |
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building:Direction: |
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building:Material: |
CR |
building:LLRS: |
LFM |
building:Height: |
HEX:3 |
building:Year: |
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building:Surroundings: |
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building:Occupancy: |
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building:Ground floor hydrodynamics: |
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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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