ITA001 - Pagnini et al. (2008)
Description
Building name: N/A
Material properties: SV | Building configuration: SV | Geometry characteristics: SV | Hinges properties of elements: nan
Material properties & Geometry characteristics: H | Type of mathematic model: L | 2D/3D Modelling: H | Infilled RC building: nan | Shear failure in members: H | Out-of-plane failure mechanisms in Masonry Buildings: L | Representation of Ground Motion: L | Sample Size: nan | Hazard Model: nan | Ground motion records: ---- | Spectra - Regional Level: nan | Spectra - National Level: L | Analysis type: M | Limit states: L | Damage parameter: L | If Damage Model was used: nan |Structural model: L | Parameters Accounted for uncertainties: M- | Used Values: L | Comparison with other curves or empirical data: nan | Documentation: L
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: Pagnini et al. (2008) A mechanical method for the vulnerability assessment of masonry buildings The 14th World Conference on Earthquake Engineering, Beijing, China
License
None reported - https://www.ucl.ac.uk/epicentre/resources/gem-vulnerability-databases
Exposure attributes
| Primary hazard: |
Earthquake |
| Secondary hazard: |
-- |
| Continent: |
Europe |
| Country: |
Italy |
| Region/City: |
-- |
| building:Direction: |
-- |
| building:Material: |
MUR |
| building:LLRS: |
LWAL |
| building:Height: |
HEX:4 |
| building:Year: |
-- |
| building:Surroundings: |
-- |
| building:Occupancy: |
-- |
| building:Ground floor hydrodynamics: |
-- |
| building:Roof Shape: |
-- |
| building:Floor material: |
-- |
| building:Foundations: |
-- |
| building:Fire protection: |
-- |
