Dynamic Response Analysis of Trapezoidal Basins on Numerical Models
Yazarlar (3)
Dr. Öğr. Üyesi Bilal ÖZASLAN Kırşehir Ahi Evran Üniversitesi, Türkiye
Merve Akbaş İstanbul Teknik Üniversitesi, Türkiye
Prof. Dr. Recep İyi̇San İstanbul Teknik Üniversitesi, Türkiye
| Bildiri Türü |
Tebliğ/Bildiri
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Bildiri Dili | İngilizce |
| Bildiri Alt Türü | Tam Metin Olarak Yayınlanan Tebliğ (Uluslararası Kongre/Sempozyum) | ||
| Bildiri Niteliği | Web of Science Kapsamındaki Kongre/Sempozyum | ||
| DOI Numarası | 10.1088/1757-899X/960/4/042048 | ||
| Kongre Adı | 5th World Multidisciplinary Civil Engineering-Architecture-Urban Planning Symposium – WMCAUS 15-19 June 2020, Prague, Czech Republic | ||
| Kongre Tarihi | 15-06-2020 / 19-06-2019 | ||
| Basıldığı Ülke | Çek Cumhuriyeti | Basıldığı Şehir | Prag |
| Bildiri Linki | https://iopscience.iop.org/article/10.1088/1757-899X/960/4/042048 | ||
| Özet |
| The severity and spatial distribution of ground motion are affected by geological and geotechnical conditions as well as earthquake source properties. The characteristics of ground motion at a particular site depend on many factors such as tectonics of the region, rupture mechanism, source distance, geological formations and local soil conditions and subsurface topography. Thus, the estimation of surface ground motion during earthquakes is a challenging issue in civil engineering. Consequently, the research investigates an answer to the question of how the surface movement would change as a result of combinations of basic wave phenomena in alluvial basins with soil nonlinearity where basin width is comparable to depth. In this study, one and two-dimensional dynamic analyses were performed under different levels of bedrock motion excitation by using idealized symmetrical basin models to research the … |
| Anahtar Kelimeler |
BM Sürdürülebilir Kalkınma Amaçları
| Atıf Sayıları | |
| Web of Science | 3 |
| Scopus | 4 |
| Google Scholar | 4 |