ESP001 - Barbat et al. (2006)
Description
Building name: N/A
Material properties: SV | Building configuration: SV | Geometry characteristics: SV | Hinges properties of elements: DV
Material properties & Geometry characteristics: H | Type of mathematic model: H | 2D/3D Modelling: L | Infilled RC building: L | Shear failure in members: L | Out-of-plane failure mechanisms in Masonry Buildings: nan | Representation of Ground Motion: L | Sample Size: 1.0 | Hazard Model: nan | Ground motion records: ---- | Spectra - Regional Level: nan | Spectra - National Level: L | Analysis type: H | Limit states: L | Damage parameter: L | If Damage Model was used: nan |Structural model: L | Parameters Accounted for uncertainties: L | Used Values: nan | Comparison with other curves or empirical data: nan | Documentation: H
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: Barbat et al. (2006) Performance of Buildings under Earthquakes in Barcelona, Spain Computer-Aided Civil and Infrastructure Engineering 21 (2006) 573–593
License
None reported - https://www.ucl.ac.uk/epicentre/resources/gem-vulnerability-databases
Exposure attributes
| Primary hazard: |
Earthquake |
| Secondary hazard: |
-- |
| Continent: |
Europe |
| Country: |
Spain |
| Region/City: |
-- |
| building:Direction: |
-- |
| building:Material: |
CR |
| building:LLRS: |
LFINF+ND |
| building:Height: |
HEX:2 |
| building:Year: |
YEX:1940 |
| building:Surroundings: |
-- |
| building:Occupancy: |
RES |
| building:Ground floor hydrodynamics: |
-- |
| building:Roof Shape: |
RC+RC1 |
| building:Floor material: |
FC+FC2 |
| building:Foundations: |
-- |
| building:Fire protection: |
-- |
