EGY001 - Mehanny and Howary (2010)

Description

Building name: 8S-CCD-PFB Material properties: SV | Building configuration: SV | Geometry characteristics: SV | Hinges properties of elements: SV Material properties & Geometry characteristics: H | Type of mathematic model: H | 2D/3D Modelling: L | Infilled RC building: L | Shear failure in members: H | Out-of-plane failure mechanisms in Masonry Buildings: nan | 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: H | If Damage Model was used: nan |Structural model: nan | 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: Mehanny and Howary (2010) Assessment of RC moment frame buildings in moderate seismic zones: Evaluation of Egyptian seismic code implications and system configuration effects Evaluation of Egyptia Engineering Structures 32 (2010) 2394 2406 nan nan Howary and Mehanny (2011) Seismic vulnerability evaluation of RC moment frame buildings in moderate seismic zones Earthquake Engng Struct. Dyn. 2011; 40:215–235

License

None reported - https://www.ucl.ac.uk/epicentre/resources/gem-vulnerability-databases