2D site response in alluvial basins by finite difference-based numerical method
Yazarlar (3)
Dr. Öğr. Üyesi Bilal ÖZASLAN Kırşehir Ahi Evran Üniversitesi, Türkiye
Arş. Gör. Merve Akbaş İstanbul Teknik Üniversitesi, Türkiye
Prof. Dr. Recep İyi̇San İstanbul Teknik 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 | ||
| DOI Numarası | 10.1063/5.0106512 | ||
| Kongre Adı | World Multidisciplinary Civil Engineering-Architecture-Urban Planning Symposium (WMCAUS) 2021 | ||
| Kongre Tarihi | 30-08-2021 / 05-09-2021 | ||
| Basıldığı Ülke | Çek Cumhuriyeti | Basıldığı Şehir | |
| Bildiri Linki | https://aip.scitation.org/doi/abs/10.1063/5.0106512 | ||
| UAK Araştırma Alanları |
Geoteknik
Deprem
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| Özet |
| The lateral irregularity of the soil media is typically formed by fault ruptures or topographic depressions filled with sediments and this highly present geological formation is identified as a basin. On this type of project site, the estimation of the surface ground motion of an earthquake is a complex problem in geotechnical earthquake engineering. Contrary to the soil column assumption of the semi-infinite 1D soil model, the soil layers have both horizontal and vertical discontinuities and change topographically and stratigraphically. Therefore, the question of how the soil response would be shaped as a result of combinations of the effects of principal wave phenomena in the sedimentary basins, surrounded by roughly circular or elliptical harder layers or the bedrock outcrops, is still a leak in the seismic code provisions. In this study, basin conditions considering soil classes as soft clay (E) which defined by NEHRP 2020 … |
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BM Sürdürülebilir Kalkınma Amaçları
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| Google Scholar | 1 |