CHN001 - Jiang et al. (2012)
Description
Building name: N/A
Material properties: nan | Building configuration: nan | Geometry characteristics: nan | Hinges properties of elements: nan
Material properties & Geometry characteristics: nan | Type of mathematic model: nan | 2D/3D Modelling: nan | Infilled RC building: nan | Shear failure in members: nan | Out-of-plane failure mechanisms in Masonry Buildings: nan | Representation of Ground Motion: nan | Sample Size: nan | Hazard Model: nan | Ground motion records: nan | Spectra - Regional Level: nan | Spectra - National Level: nan | Analysis type: nan | Limit states: nan | Damage parameter: nan | If Damage Model was used: nan |Structural model: nan | Parameters Accounted for uncertainties: nan | Used Values: nan | Comparison with other curves or empirical data: nan | Documentation: nan
Reference
From database EPICentre - Rossetto, T. & Ioannou, I. Compendium of Empirical Fragility & Vulnerability functions. University College London. https://www.ucl.ac.uk/epicentre/resources/gem-vulnerability-databases
Specific source: Jiang et al. (2012). Seismic fragility assessment of RC moment-resisting frames designed according to the current Chinese Seismic Design Code Journal of Asian Architecture and Building Engineering, Vol. 11, No. 1
License
None reported - https://www.ucl.ac.uk/epicentre/resources/gem-vulnerability-databases
Exposure attributes
| Primary hazard: |
Earthquake |
| Secondary hazard: |
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| Continent: |
Asia |
| Country: |
China |
| Region/City: |
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| building:Ground floor hydrodynamics: |
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| building:Fire protection: |
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