Effects of Using Different Ground Motion Scaling Methods on the Estimation of Seismic Behavior of Tunnel-Form Buildings
Yazarlar (2)
Arş. Gör. İsmail TOZLU Karabük Üniversitesi, Türkiye
Muzaffer Börekçi Yıldız Teknik Üniversitesi, Türkiye
| Bildiri Türü | Tebliğ/Bildiri | Bildiri Dili | İngilizce |
| Bildiri Alt Türü | Özet Metin Olarak Yayınlanan Tebliğ (Uluslararası Kongre/Sempozyum) | ||
| Bildiri Niteliği | Alanında Hakemli Uluslararası Kongre/Sempozyum | ||
| Kongre Adı | 2nd International Conference on Engineering and Applied Natural Sciences | ||
| Kongre Tarihi | 15-10-2022 / | ||
| Basıldığı Ülke | Türkiye | Basıldığı Şehir | Konya |
| Bildiri Linki | https://www.iceans.org/2-nd-iceans-2022 | ||
| UAK Araştırma Alanları |
Betonarme Yapılar
|
||
| Özet |
| Generally preferred RC frame systems, due to their construction methods, are insufficient to meet the rapidly increasing housing demand economically without compromising safety. Tunnel Formwork Systems (TFSs) have started to be used frequently as a reason for their fast manufacturing, economical solution, and earthquake reliability. Since TFSs have a considerable lateral stiffness, they can be preferred especially in buildings to be built in high seismicity regions. For this reason, the design of TFSs and the understanding of their earthquake behavior become extremely important. It is assumed that the 'Non-Linear Time History Analysis' (NLTHA), which is a dynamic analysis method, gives closer results to the real behavior. According to the “Turkish Seismic Code for Buildings (TSCB) 2018”, earthquake records should be scaled to the design earthquake and TSCB 2018 suggests two scaling methods as … |
| Anahtar Kelimeler |
