EN
TR
EFFECT OF MECHANICAL PROPERTIES OF FILLING MATERIAL ON STATIC AND DYNAMIC BEHAVIOR OF MASONRY ARCH BRIDGES
Abstract
The present study examined the impacts of the mechanical properties of the filling material on the seismic behaviour of masonry arch bridges (MAB). A bridge model that did not exist was selected to achieve this objective. Using this model, bridge models with different filling material properties were created in the SAP2000 computer program. Modal analysis and linear time history analysis (THA) were conducted on the aforementioned models to ascertain the filling material's influence on the bridge's dynamic behavior. The findings of the modal analysis indicated that an increase in the density of the filling material increased in the period, while an increase in the elasticity modulus led to a decrease in the period. As a result of linear THA, it was determined that as the density of the filling material increases, the displacements and stresses increase, and as the elastic modulus increases, the displacements and stresses decrease. As a result of static analysis, it was determined that as the density of the filling material increases, the displacement and stress values increase, and as the elastic modulus increases, these values decrease.
Keywords
Kaynakça
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Ayrıntılar
Birincil Dil
İngilizce
Konular
Deprem Mühendisliği
Bölüm
Araştırma Makalesi
Yazarlar
Ali Ekber Sever
*
0000-0001-5314-5287
Türkiye
Yayımlanma Tarihi
3 Aralık 2024
Gönderilme Tarihi
20 Mayıs 2024
Kabul Tarihi
4 Kasım 2024
Yayımlandığı Sayı
Yıl 1970 Cilt: 27 Sayı: 4
APA
Sever, A. E. (2024). EFFECT OF MECHANICAL PROPERTIES OF FILLING MATERIAL ON STATIC AND DYNAMIC BEHAVIOR OF MASONRY ARCH BRIDGES. Kahramanmaraş Sütçü İmam Üniversitesi Mühendislik Bilimleri Dergisi, 27(4), 1248-1266. https://doi.org/10.17780/ksujes.1487116
Cited By
Earthquake Response and Damage Evaluation of a Heritage Masonry Arch Bridge in Türkiye
International Journal of Architectural Heritage
https://doi.org/10.1080/15583058.2025.2595149