Affiliation:
1. BITLIS EREN UNIVERSITY
2. ÇANAKKALE ONSEKİZ MART ÜNİVERSİTESİ, ÇAN MESLEK YÜKSEKOKULU
Abstract
The local soil conditions of the region where the structure is located are one of the important parameters taken into account in the evaluation and design of structures under the influence of earthquakes. In this study, the effect of different local soil conditions on target displacement values of reinforced-concrete (RC) structures in different seismic regions was investigated. For this purpose, four different settlements within each earthquake zone specified in the previous earthquake zone map were taken into account. Structural analyzes for a sample reinforced concrete structure using four different local soil conditions were performed for all residential units separately. The values predicted in the current earthquake hazard map for the considered locations were repeated for four different local soil classes. For the settlements, the predicted values in the last two maps were compared. As the soil properties improved as a result of the structural analysis, the displacement values predicted for the building performance level took lower values.
Publisher
Gumushane University Journal of Science and Technology Institute
Reference29 articles.
1. Akyıldız, M. H., Ulu, A. E., & Adar, K. (2021). TBDY-2018’deki Yerel Zemin Koşullarının Deprem Kesit Tesirlerine Etkisi. Dicle Üniversitesi Mühendislik Fakültesi Mühendislik Dergisi, 12(4), 679-687. https://doi.org/10.24012/dumf.1002217
2. Aykaç, Z., Akın, M., & Çabalar, A.F. (2021). VS (30) Tabanlı Yerel Zemin Koşulları ve Deprem Hasar İlişkisi: Van-Abdurrahmangazi Örneği. Jeoloji Mühendisliği Dergisi, 45(2), 181-198. https://doi.org/10.24232/jmd.1049536
3. Becerra, A., Sáez, E., Podestá, L., & Leyton, F. (2016). The 2014 earthquake in Iquique, Chile: comparison between local soil conditions and observed damage in the cities of Iquique and Alto Hospicio. Earthquake Spectra, 32(3), 1489-1505. https://doi.org/10.1193/111014EQS188M
4. Borcherdt, R. D. (1970). Effects of local geology on ground motion near San Francisco Bay. Bulletin of the Seismological Society of America, 60(1), 29-61. https://doi.org/10.1785/BSSA0600010029
5. Cornell, C. A. (1968). Engineering seismic risk analysis. Bulletin of the seismological society of America, 58(5), 1583-1606. https://doi.org/10.1785/BSSA0580051583
Cited by
1 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献