Evaluation of the Effect of Change in Support Conditions on the Seismic Behavior of a Historical Masonry Bridge
Yazarlar (2)
Doç. Dr. Şahin SÖZEN
Tokat Gaziosmanpaşa Üniversitesi, Türkiye
Türkiye
| Makale Türü | Özgün Makale |
| Makale Alt Türü | SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale |
| Dergi Adı | ACM JOURNAL ON COMPUTING AND CULTURAL HERITAGE |
| Dergi ISSN | 1556-4673 Wos Dergi Scopus Dergi |
| Dergi Tarandığı Indeksler | SCI-Expanded |
| Makale Dili | İngilizce |
| Basım Tarihi | 12-2023 |
| Cilt No | 16 |
| Sayı | 4 |
| Sayfalar | 1 / 19 |
| DOI Numarası | 10.1145/3590957 |
| Makale Linki | https://dl.acm.org/doi/10.1145/3590957 |
| Özet |
| It is believed that the Yılanlı (or Leylekli) Bridge (bridge with stork or snake figures) in Tokat, a city with high seismicity, was built during the Roman or Byzantine period. Although no structural damage was found on the bridge, which is still open to pedestrian traffic, it is very important to determine the seismic behaviour of the bridge considering the possible earthquakes to which the structure will be exposed. This article presents the seismic response of the historical Yılanlı (Leylekli) Bridge, which has been subjected to unfavourable human-made changes in geometric shape over time. The original and modified shapes of the bridge were modelled using the macro modelling approach in ANSYS finite element software. The structural performance of the models was evaluated in terms of stresses, deformations, and especially cracks on the arch and spandrel walls using nonlinear static and time history analyses. The … |
| Anahtar Kelimeler |
| Finite element model | crack propagation | arch bridges | time history |
BM Sürdürülebilir Kalkınma Amaçları
| Atıf Sayıları | |
| WoS | 5 |
| Google Scholar | 9 |