2D seismic response of shallow sandy basins subjected to obliquely incident waves
Yazarlar (3)
H. Khanbabazadeh
Gebze Teknik Üniversitesi, Türkiye
Gebze Teknik Üniversitesi, Türkiye
R. Iyisan İstanbul Teknik Üniversitesi, Türkiye
Dr. Öğr. Üyesi Bilal ÖZASLAN Kırşehir Ahi Evran Üniversitesi, Türkiye
| Makale Türü | Özgün Makale (SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale) | ||
| Dergi Adı | Soil Dynamics and Earthquake Engineering (Q1) | ||
| Dergi ISSN | 0267-7261 Wos Dergi Scopus Dergi | ||
| Dergi Tarandığı Indeksler | SCI-Expanded | ||
| Makale Dili | İngilizce | Basım Tarihi | 01-2022 |
| Cilt / Sayı / Sayfa | 153 / 1 / 107080–0 | DOI | 10.1016/j.soildyn.2021.107080 |
| Özet |
| Under the effects of the near-field earthquakes, the change in the incident angle of the incoming wave changes the symmetric response of basins to asymmetric. This paper investigates the 2D response of shallow trapezoidal sandy basins to incident plane SV waves. To attain this goal, a trapezoidal basin with 100 m depth, as the representative of shallow sedimentary basins, with an inclined bedrock angle of 10° was selected. These values fall inside of the ranges of the shallow basin depth and bedrock angle of several real basins. To make the results useful in engineering affairs, three different sand types belonging to the different class of soils, with respect to the soil classification codes, were selected. The constructed models were subjected to the collection of 24 earthquakes with different PGA's of 0.1, 0.2, 0.3 and 0.4 g using a fully nonlinear method. The results showed that the change in the incident angle of … |
| Anahtar Kelimeler |
| Aggravation factor | Amplification factor | Basin edge effect | Dynamic behavior | Incident angle | Nonlinear analysis | Numerical modeling | Site effects |
Science Direct
2D seismic response of shallow sandy basins subjected to obliquely incident waves
BM Sürdürülebilir Kalkınma Amaçları
| Atıf Sayıları | |
| Google Scholar | 17 |
| Scopus | 14 |
| Web of Science | 13 |