PAK002 - Shahzada et al. (2011)
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: nan | 2D/3D Modelling: 3D | Infilled RC building: nan | Shear failure in members: H | Out-of-plane failure mechanisms in Masonry Buildings: H | 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: nan | Limit states: L | Damage parameter: L | If Damage Model was used: nan |Structural model: nan | Parameters Accounted for uncertainties: H | Used Values: L | 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: Shahzada et al. (2011) Vulnerability Assessment of Typical Buildings in Pakistan International Journal of Earth Sciences and Engineering, ISSN 0974-5904, Volume 04, No 06 SPL, October 2011, pp. 208-211
License
None reported - https://www.ucl.ac.uk/epicentre/resources/gem-vulnerability-databases
Exposure attributes
| Primary hazard: |
Earthquake |
| Secondary hazard: |
-- |
| Continent: |
Asia |
| Country: |
Pakistan |
| Region/City: |
-- |
| building:Direction: |
-- |
| building:Material: |
MUR |
| building:LLRS: |
LWAL |
| building:Height: |
HEX:2 |
| building:Year: |
-- |
| building:Surroundings: |
-- |
| building:Occupancy: |
RES |
| building:Ground floor hydrodynamics: |
-- |
| building:Roof Shape: |
-- |
| building:Floor material: |
-- |
| building:Foundations: |
-- |
| building:Fire protection: |
-- |
