Adom-Asamoah_2012_RC_Lowrise_EC8_PGA
Description
Name: Adom-Asamoah_2012_RC_Lowrise_EC8_PGA | General comments: A single 3storey-3bays structure is analysed with mean material properties.
Pushover analysis is performed and collapse is defined when one of the following condition is attained:
a) Park and Ang index>1 (global or at storey level)
b) Plastic hinges collapse mechanism formation
c) Drop of base shear by 15%
d) 1% interstorey drift
100 Artificial accelerograms are used compatible to EC8 spectrumValid for: GHA
Reference
From GEM Vulnerability Database: Yepes-Estrada C, Silva V, Rossetto T, et al. The Global Earthquake Model Physical Vulnerability Database. Earthquake Spectra. 2016;32(4):2567-2585. doi:10.1193/011816EQS015DP. https://github.com/gem/global_vulnerability_model/tree/main/_2016_Global_Vulnerability_Database
Article: Adom-Asamoah. Generation of analytical fragility curves for Ghanaian non-ductile reinforced concrete frame buildings, International Journal of the Physical Sciences.
License
This model is distributed under the Licence CC BY-NC-SA 4.0, Attribution-NonCommercial-ShareAlike 4.0 International - https://creativecommons.org/licenses/by-nc-sa/4.0/.
If you wish to use this data for commercial purposes or if you have any questions about GEM licensing terms, please contact GEM at
[email protected].
Please see the GEM Foundation Global Vulnerability Model repository for more information: https://github.com/gem/global_vulnerability_model/
Exposure attributes
| Primary hazard: |
Earthquake |
| Secondary hazard: |
-- |
| Continent: |
Africa |
| Country: |
-- |
| Region/City: |
-- |
| building:Direction: |
-- |
| building:Material: |
CR |
| building:LLRS: |
-- |
| building:Height: |
HBET:1-4 |
| building:Year: |
-- |
| building:Surroundings: |
-- |
| building:Occupancy: |
-- |
| building:Ground floor hydrodynamics: |
-- |
| building:Roof Shape: |
-- |
| building:Floor material: |
-- |
| building:Foundations: |
-- |
| building:Fire protection: |
-- |
