The Structural Behavior of Bridge Arches Under Collapse Load
Küçük Resim Yok
Tarih
2020
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
Gazi Univ
Erişim Hakkı
info:eu-repo/semantics/closedAccess
Özet
Many of the bridges designed by Mimar Sinan, the leading architect of the Classical Ottoman Period, has continued to exist today thanks to their materials and construction techniques. The reason that arch forms are generally preferred on these bridges is that they are constructed from natural materials with low tensile strength. In the study, 10 bridges and 48 arches in these bridges designed by Mimar Sinan were analysed statistically. Depending on this analysis, 25 arches with varying lengths and heights were modeled by finite element method. For these arches; hinge conditions, collapse loads, maximum displacements, ductility and energy dissipation capacities were examined and regression analyses were performed. Equations have been proposed which gives maximum displacement and collapse load for examined arches.
Açıklama
Anahtar Kelimeler
Mimar Sinan, bridge arch, finite element method, regression analysis
Kaynak
Journal Of Polytechnic-Politeknik Dergisi
WoS Q Değeri
N/A
Scopus Q Değeri
Cilt
23
Sayı
4