Abstract
In this study, the seismic response of a newly constructed RC building, which suffered collapse-level damage during the February 6, 2023 Kahramanmaras earthquake, is simulated through nonlinear response history analyses, using model configurations representing the as-built state of the building, as well as hypothetical code-compliant and CFRP-strengthened states. Analysis results show that in its as-built state, the collapse of the structure was not unexpected, whereas code-compliant confinement detailing would have probably resulted in collapse-prevention-level performance, and CFRP-strengthening of the building would have significantly improved its seismic performance and would likely have prevented total collapse.
| Original language | English |
|---|---|
| Pages (from-to) | 3423-3447 |
| Number of pages | 25 |
| Journal | Journal of Earthquake Engineering |
| Volume | 29 |
| Issue number | 16 |
| DOIs | |
| Publication status | Published - 2025 |
Bibliographical note
Publisher Copyright:© 2024 Taylor & Francis Group, LLC.
UN SDGs
This output contributes to the following UN Sustainable Development Goals (SDGs)
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SDG 11 Sustainable Cities and Communities
Keywords
- Concrete
- FRP
- Kahramanmaras
- building
- collapse
- confinement
- earthquake
- performance
- retrofit
- strengthening
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