Repairing and Strengthening Methods for RC Structural Members
Yazarlar (3)
A. Koçak
Yıldız Teknik Üniversitesi, Türkiye
Yıldız Teknik Üniversitesi, Türkiye
Prof. Dr. Mehmet Mustafa ÖNAL Kırşehir Ahi Evran Üniversitesi, Türkiye
K. Sönmez
| 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 | ||
| DOI Numarası | 10.1201/9781003759751-63&type=chapterpdf | ||
| Kongre Adı | Proceedings of the 6th. International Conference on Fracture Mechanics of Concrete and Concrete Structures, Design, Assessment and Retrofitting of RC Structures | ||
| Kongre Tarihi | / | ||
| Basıldığı Ülke | Basıldığı Şehir | ||
| UAK Araştırma Alanları |
Betonarme Yapılar
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| Özet |
| In this study, the repairing and strengthening methods of reinforced columns and beams which are damaged during earthquakes have been compared. Due to earthquake and/or vertical loads, damaged or insufficient structural components can be repaired and strengthened with various methods. Reinforcedjacketing, repairing with steel plates and repairing with FRP components are more used methods. We often come across these three methods in practise. These three methods have advantages and disadvantages. In this study, 21 beams were investigated experimentally. The experimantal research is done on 6 reference beams and 6 cracked beams with its bottom U shaped reinforcements and by adding steel ropes to carrying points. Also 3 beams were retrofitted with steel plates on their tension zone and 6 beams were retrofitted by full jacketing. Strength degradation, energy dissipation, ductility and rigidity of … |
| Anahtar Kelimeler |
BM Sürdürülebilir Kalkınma Amaçları
| Atıf Sayıları | |
| Scopus | 3 |
| Google Scholar | 7 |