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Dynamic Response Analysis of Trapezoidal Basins on Numerical Models    
Yazarlar (5)
Dr. Öğr. Üyesi Bilal ÖZASLAN Dr. Öğr. Üyesi Bilal ÖZASLAN
Kırşehir Ahi Evran Üniversitesi, Türkiye
Murat Emre Haşal
Hadı Khanbabazadeh
Türkiye
Merve Akbaş
Türkiye
Recep İyisan
Türkiye
Devamını Göster
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
Bildiri Türü Açık Erişim Tebliğ/Bildiri
Bildiri Alt Türü Tam Metin Olarak Yayınlanan Tebliğ (Uluslararası Kongre/Sempozyum)
Bildiri Niteliği Alanında Hakemli Uluslararası Kongre/Sempozyum
DOI Numarası 10.1088/1757-899X/960/4/042048
Bildiri Dili İngilizce
Kongre Adı 5th World Multidisciplinary Civil Engineering-Architecture-Urban Planning Symposium – WMCAUS
Kongre Tarihi 15-06-2020 /
Basıldığı Ülke Çek Cumhuriyeti
Basıldığı Şehir Prak
Bildiri Linki https://iopscience.iop.org/article/10.1088/1757-899X/960/4/042048
BM Sürdürülebilir Kalkınma Amaçları
Atıf Sayıları
Google Scholar 4
Dynamic Response Analysis of Trapezoidal Basins on Numerical Models

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