VEN001 - Salvador et al. (2008)
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: H | 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: nan | Hazard Model: nan | Ground motion records: ---- | Spectra - Regional Level: ---- | Spectra - National Level: nan | Analysis type: M | Limit states: H | Damage parameter: nan | If Damage Model was used: nan |Structural model: ---- | Parameters Accounted for uncertainties: M- | Used Values: H | 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: Salvador et al. (2008) SEISMIC RESPONSE OF REINFORCED CONCRETE BUILDINGS IN CARACAS, VENEZUELA Proc of 14th WCEE
License
None reported - https://www.ucl.ac.uk/epicentre/resources/gem-vulnerability-databases
Exposure attributes
| Primary hazard: |
Earthquake |
| Secondary hazard: |
-- |
| Continent: |
America |
| Country: |
Venezuela |
| Region/City: |
-- |
| building:Direction: |
-- |
| building:Material: |
CR |
| building:LLRS: |
LFINF+DU |
| building:Height: |
HEX:17 |
| building:Year: |
YEX:1982 |
| building:Surroundings: |
-- |
| building:Occupancy: |
-- |
| building:Ground floor hydrodynamics: |
-- |
| building:Roof Shape: |
RC+RC1 |
| building:Floor material: |
FC+FC1 |
| building:Foundations: |
-- |
| building:Fire protection: |
-- |
