USA001 - Erberik and Elnashai (2003)

Description

Building name: N/A 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: H | 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: H | Spectra - Regional Level: nan | Spectra - National Level: nan | Analysis type: H | Limit states: H | Damage parameter: H | If Damage Model was used: nan |Structural model: M | 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: Erberik and Elnashai (2003) SEISMIC VULNERABILITY OF FLAT-SLAB STRUCTURES TECHNICAL REPORT, MID-AMERICA EARTHQUAKE CENTER, DS-9 PROJECT (RISK ASSESSMENT MODELING), December 2003 nan nan Erberik and Elnashai (2004) Fragility analysis of flat-slab structures Engineering Structures 26 (2004) 937–948

License

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