An Experimental Study on the Hysteric Behavior of Composite Shear Walls
Yazarlar (3)
Dr. Öğr. Üyesi Mehmet Haşim KISA Karabük Üniversitesi, Türkiye
Prof. Dr. Süleyman Bahadır Yüksel Konya Teknik Üniversitesi, Türkiye
Prof. Dr. Naci Çağlar Sakarya Üniversitesi, Türkiye
| 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 | 4th International Symposium on Innovative Technologies in Engineering and Science | ||
| Kongre Tarihi | 03-11-2016 / 05-11-2016 | ||
| Basıldığı Ülke | Türkiye | Basıldığı Şehir | Antalya |
| UAK Araştırma Alanları |
Deprem
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| Özet |
| Due to architectural and structural requirements, the use of composite shear walls becomes necessary in reinforced concrete high-rise structures subjected to earthquake loads. Composite shear walls also play an important role to limit the inter-story drift displacements during severe earthquakes in terms of load bearing system performance. Within the scope of this study, composite shear wall (CSW) with 1/3 scaled end zones, consisting of bended steel plates, were formed. The dimensions of the bended steel plates used in the shear wall end zones were 4L-24x65x5 mm. The composite shear wall was tested under the effect of hysteric horizontal loadings in the earthquake laboratories in Selcuk University, and its behavior was examined. Measurements were taken; the load displacement curves, load displacement envelopes, inter-story drift angle were shown in graphs and evaluated; and the distribution of the … |
| Anahtar Kelimeler |
