9 Storey Non-Ductile RC-MRFs (Horizontal Excitation) [Noroozinejad 2016]
Description
Name: 9 Storey Non-Ductile RC-MRFs (Horizontal Excitation) [Noroozinejad 2016] | General comments: Valid for: //B
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: Ehsan Noroozinejad Farsangi, Tony Yang, Abbas Ali Tasnimi. Influence of concurrent horizontal and vertical ground excitations on the collapse margins of non-ductile RC frame buildings, Structural Engineering and Mechanics. http://www.koreascience.or.kr/article/ArticleFullRecord.jsp?cn=KJKHB9_2016_v59n4_653
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: |
-- |
| Country: |
-- |
| Region/City: |
-- |
| building:Direction: |
-- |
| building:Material: |
CR |
| building:LLRS: |
LFM |
| building:Height: |
-- |
| building:Year: |
-- |
| building:Surroundings: |
-- |
| building:Occupancy: |
-- |
| building:Ground floor hydrodynamics: |
-- |
| building:Roof Shape: |
-- |
| building:Floor material: |
-- |
| building:Foundations: |
-- |
| building:Fire protection: |
-- |
