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Dergiler / Journal of Structural Engineering & Applied Mechanics (Online) / 2018 / Cilt: 1 - Sayı: 2

Seismic assessment of a historical masonry arch bridg

E. Sayın
A. Özmen
Sayfa
95–104
Yayın Tarihi
2022-10-19
DOI
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⚡ TL;DR(1 Cümlede Hızlı Çıkarım)

Also, maximum and minimumprincipal stress and strains are obtained and potential locations of initial damages are evaluated.

📌 3 Maddede Bu Makale

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Amaç & Hipotez:Historical masonry arch bridges which are important components of the transportation in many placesworldwide are invaluable part of architectural and cultural heritage.
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Temel Bulgular & Veri:In this study, earthquake behaviour of a historical masonry arch bridge which called Dutpınaris analysed using 2003 Bingöl earthquake acceleration records.
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Sonuç & Katkı:Also, maximum and minimumprincipal stress and strains are obtained and potential locations of initial damages are evaluated.
🔬Tür:Modelleme & Sayısal Simülasyon
📍Kapsam:2003 Verileri
⚙️Değişkenler:Alan Parametreleri

Abstract

Historical masonry arch bridges which are important components of the transportation in many placesworldwide are invaluable part of architectural and cultural heritage. These bridges, which date back tohundreds of years, have frequently been damaged or ruined because of unexpected events such asearthquakes. In this study, earthquake behaviour of a historical masonry arch bridge which called Dutpınaris analysed using 2003 Bingöl earthquake acceleration records. The bridge is modelled with threedimensional finite element software. Dynamic response of the bridge is investigated. For this purpose,displacement of the nodal point located at the top of the bridge is achieved. Also, maximum and minimumprincipal stress and strains are obtained and potential locations of initial damages are evaluated.

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Bu Makaleye Atıf Yap

Sayın, E., Özmen, A. (2022). Seismic assessment of a historical masonry arch bridg. Journal of Structural Engineering & Applied Mechanics (Online), Cilt: 1 - Sayı: 2, 95–104. https://ajindex.com/articles/566421

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Kaynakça (16)

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