PRI001 - Cortes-Areizaga et al. (2006)
Description
Building name: N/A
Material properties: SV | Building configuration: SV | Geometry characteristics: SV | Hinges properties of elements: SV
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: Cortes-Areizaga et al. (2006). Earthquake induced damage estimation in steel buildings 4th International Latin Americam amd Caribbean Conference for Earthquake and Technology LACCEI'2006 Breaking Frontiers and Barries in Engineering: Education, Research and Practice, 21-23 June, Mayaguez, Puerto Rico.
License
None reported - https://www.ucl.ac.uk/epicentre/resources/gem-vulnerability-databases
Exposure attributes
| Primary hazard: |
Earthquake |
| Secondary hazard: |
-- |
| Continent: |
America |
| Country: |
Puerto Rico |
| Region/City: |
-- |
| building:Direction: |
-- |
| building:Material: |
-- |
| building:LLRS: |
-- |
| building:Height: |
-- |
| building:Year: |
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| building:Surroundings: |
-- |
| building:Occupancy: |
-- |
| building:Ground floor hydrodynamics: |
-- |
| building:Roof Shape: |
-- |
| building:Floor material: |
-- |
| building:Foundations: |
-- |
| building:Fire protection: |
-- |
