Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
7167638 | Engineering Failure Analysis | 2018 | 8 Pages |
Abstract
In addition, the effects of the loads on the bridge that were applied to the different places on the system were examined, and the behaviors of the single-span masonry arch bridges under the loads applied were evaluated. The filler and sidewalls on left and right sides of the arch bridge were differentiated the loading about 10%.
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Authors
Abdulkadir Cüneyt Aydin, Suat Gökhan Ãzkaya,