Hamid M. Madani, Lydell Wiebe, Peijun Guo and Sanda Koboevic
Article
(2025)
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Additional Information: |
The data and code used for the loss and recovery time assessments in this study are available at https://github.com/Hamid-M-Madani/repaircost_recoverytime_ES. The seismic design parameters of the studied archetype buildings, along with details on the building performance model, are presented in the Supplementary Material.
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Department: |
Department of Civil, Geological and Mining Engineering
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Funders: |
Canadian Institute of Steel Construction (CISC), Natural Sciences and Engineering Research Council of Canada (NSERC)
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PolyPublie URL: |
https://publications.polymtl.ca/66552/
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Journal Title: |
Earthquake Spectra
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Publisher: |
SAGE Publishing
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DOI: |
10.1177/87552930251349854
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Official URL: |
https://doi.org/10.1177/87552930251349854
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Date Deposited: |
21 Jul 2025 14:16
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Last Modified: |
21 Jul 2025 14:16
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Cite in APA 7: |
Madani, H. M., Wiebe, L., Guo, P., & Koboevic, S. (2025). Functional recovery time of low-rise concentrically braced frame buildings: Probabilistic assessment of footing size effects. Earthquake Spectra, 26 pages. https://doi.org/10.1177/87552930251349854
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