ITA002 - Rota et al. (2010)
Description
Building name: Rione Liberta
Material properties: SV | Building configuration: SV | Geometry characteristics: SV | Hinges properties of elements: nan
Material properties & Geometry characteristics: H | Type of mathematic model: H | 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: H | Sample Size: nan | Hazard Model: nan | Ground motion records: L | Spectra - Regional Level: nan | Spectra - National Level: nan | Analysis type: H | Limit states: L | Damage parameter: L | If Damage Model was used: nan |Structural model: H | Parameters Accounted for uncertainties: M+ | Used Values: H | 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: REFERENCE nan Rota et al. (2010) A methodology for deriving analytical fragility curves for masonry buildings based on stochastic nonlinear analyses Engineering Structures 32 (2010) 1312 1323
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+STDRE |
| building:LLRS: |
LWAL+ND |
| building:Height: |
HEX:3 |
| building:Year: |
YEX:1952 |
| building:Surroundings: |
-- |
| building:Occupancy: |
RES+RES2 |
| building:Ground floor hydrodynamics: |
-- |
| building:Roof Shape: |
RC+RC1 |
| building:Floor material: |
FC+FC1 |
| building:Foundations: |
-- |
| building:Fire protection: |
-- |
