| Yazarlar |
Dr. Öğr. Üyesi İbrahim ÖZ
Türkiye |
|
Kaan Kaatsız
Başkent Üniversitesi, Türkiye |
| Özet |
| Adjacent structures are often not sufficiently separated due to the land costs of the construction areas in densely populated regions. Moreover, existing structures located in a block may have zero or insufficient distance in between due to architectural or economical constraints despite current seismic provisions. This study aims to evaluate the collision behavior of typical reinforced concrete structures by considering the effects of Soil Structure Interaction (SSI). Seismic response of 2D reinforced concrete frame models having 4 and 6 storeys are evaluated for two different soil conditions. The direct method is chosen to include SSI effects. Inelastic time history analyses are performed under ten strong ground motion records. Story shear forces, pounding forces, and story drifts are compiled from analyses and compared for two different soil conditions. Results indicate that the seismic response of typical reinforced concrete structures in terms of storey drifts and floor accelerations changes considerably due to pounding induced collision and inclusion of SSI effects in the dynamic analyses. |
| Anahtar Kelimeler |
| Nonlinear Analysis | Pounding | Seismic Response | Soil-Structure Interaction |
| Bildiri Türü | Tebliğ/Bildiri |
| Bildiri Alt Türü | Tam Metin Olarak Yayımlanan Tebliğ (Uluslararası Kongre/Sempozyum) |
| Bildiri Niteliği | Alanında Hakemli Uluslararası Kongre/Sempozyum |
| Bildiri Dili | İngilizce |
| Kongre Adı | Compdyn 2023 - 9th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering |
| Kongre Tarihi | 12-06-2023 / 14-06-2023 |
| Basıldığı Ülke | Yunanistan |
| Basıldığı Şehir | Atina |
| Atıf Sayıları |
