CAN001 - Rajeev and Tesfamariam (2011)

Description

Building name: Office 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: L | 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: 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: 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: Rajeev and Tesfamariam (2011) Effect of construction quality variability on seismic fragility of reinforced concrete building Proc. of the Ninth Pacific Conference on Earthquake Engineering Building an Earthquake-Resilient Society 14-16 April, 2011, Auckland, New Zealand

License

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