Sattar_Liel_2010_RC-Pre1975-FullyInfilled-8storeys
Description
Name: Sattar_Liel_2010_RC-Pre1975-FullyInfilled-8storeys | General comments: This typology represents fully-infilled frames with design and detailing characteristics of pre-1975 California construction. The effect of the presence and configuration of masonry infill is taken into account. Column shear failure is not considered in the study. IDA performed with 22 pairs of accelerograms.Valid for: USA
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: Sattar S., Liel A.B.. Seismic performance of reinforced concrete frame structures with and without masonry infill walls, 9th U.S. National and 10th Canadian Conference on Earthquake Engineering, Toronto, Canada, July, 2010..
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: |
North America |
| Country: |
-- |
| Region/City: |
-- |
| building:Direction: |
-- |
| building:Material: |
CR |
| building:LLRS: |
LFINF |
| building:Height: |
HEX:8 |
| building:Year: |
-- |
| building:Surroundings: |
-- |
| building:Occupancy: |
-- |
| building:Ground floor hydrodynamics: |
-- |
| building:Roof Shape: |
-- |
| building:Floor material: |
-- |
| building:Foundations: |
-- |
| building:Fire protection: |
-- |
