Baoxin_et_al_2011_RC-6BC-5storey
Description
Name: Baoxin_et_al_2011_RC-6BC-5storey | General comments: The structure was designed in accordance with the 2001 Code for seismic design of buildings (GB50011- 2001) in China, for seismic design category B and C, and for an earthquake intensity equal to 6, that corresponds to 0.05g PGA. The set of 22 far-field ground motion records proposed in ATC-63, and El-Centro ground motion record, are used as input in the IDA.Valid for: CHN
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: Baoxin T., Xinzheng L., Lieping Y., Wei S.. Evaluation of collapse resistance of RC frame structures for Chinese schools in seismic design categories B and C, Earthquake engineering and engineering vibration.
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: |
Asia |
| Country: |
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| Region/City: |
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| building:Direction: |
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| building:Material: |
CR |
| building:LLRS: |
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| building:Height: |
HEX:5 |
| 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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