Özet
In this study, results of nonlinear response history analysis are presented for an existing RC wall-frame building, which has suffered collapse-level damage during the devastating February 2023 Kahramanmaras earthquakes. Performance analysis results for two building configurations are compared; first for the existing building configuration generated upon on-site observations, and second, for a hypothetical configuration in which the structural walls and columns are retroffited using externally-bonded FRP sheets. Analysis results reveal that in its existing configuration, mostly due to detailing deficiencies, a collapse-level performance was not unexpected; whereas FRP strengthening of the building would have resulted in collapse-prevention performance.
| Orijinal dil | İngilizce |
|---|---|
| Yayın durumu | Yayınlandı - 2023 |
| Etkinlik | 11th International Conference on Fiber-Reinforced Polymer ,FRP Composites in Civil Engineering, CICE 2023 - Rio de Janeiro, Brazil Süre: 23 Tem 2023 → 26 Tem 2023 |
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| ???event.eventtypes.event.conference??? | 11th International Conference on Fiber-Reinforced Polymer ,FRP Composites in Civil Engineering, CICE 2023 |
|---|---|
| Ülke/Bölge | Brazil |
| Şehir | Rio de Janeiro |
| Periyot | 23/07/23 → 26/07/23 |
Bibliyografik not
Publisher Copyright:© CICE 2023 - 11th International Conference on FRP Composites in Civil Engineering. All rights reserved.
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Bu sonuç, aşağıdaki Sürdürülebilir Kalkınma Hedefine/Hedeflerine katkıda bulunur
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SKH 11 Sürdürülebilir Şehirler ve Topluluklar
Parmak izi
OBSERVED PERFORMANCE OF A RC WALL-FRAME BUILDING DURING THE FEBRUARY 2023 TURKIYE EARTHQUAKE AND PERFORMANCE IMPROVEMENT USING FRPS' araştırma başlıklarına git. Birlikte benzersiz bir parmak izi oluştururlar.Alıntı Yap
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