Analysis approach for composite steel plate shear walls (CSPSW) reinforced with CFRP
Yazarlar (2)
Doç. Dr. Çiğdem AVCI KARATAŞ Yalova Üniversitesi, Türkiye
Ali Ghamari
| Bildiri Türü | Tebliğ/Bildiri | Bildiri Dili | İngilizce |
| Bildiri Alt Türü | Tam Metin Olarak Yayınlanan Tebliğ (Uluslararası Kongre/Sempozyum) | ||
| Bildiri Niteliği | Alanında Hakemli Uluslararası Kongre/Sempozyum | ||
| Kongre Adı | The 2021 World Congress on Advances in Structural Engineering and Mechanics (ASEM21) | ||
| Kongre Tarihi | 23-08-2021 / 26-08-2021 | ||
| Basıldığı Ülke | Güney Kore | Basıldığı Şehir | Gece, Seoul, Korea |
| Bildiri Linki | http://www.i-asem.org/publication_conf/asem21/2.SC/2.%20SCS%20Pre-recorded%20session/2.%20SC1156_6801.pdf | ||
| UAK Araştırma Alanları |
Çelik Yapılar
Deprem
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| Özet |
| Steel plate shear walls (SPSWs) have been conducted as a capable system for resisting lateral forces induced on structures by wind and earthquakes. Adding concrete covering is a way of improving the behavior of SSWs. Studies by researchers indicated that, by using the concrete layer, stress is better distributed in the steel plate and the tension field lines are developed in a wider region. The only difference between the traditional system and the composited steel plate shear wall with the concrete system is that, in the latter, there is a gap between the concrete wall and the boundary columns and beams. In the traditional system, there is no gap, and the concrete directly rests against the boundary columns and beams. This seemingly simple modification resulted in a significant improvement in performance as well as an increase in ductility and damage mitigation. Some researchers showed that the carbon fiber … |
| Anahtar Kelimeler |
