Modelling of steel arch bridge with finite element modelling program
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Abstract (EN)
In this study, computer aided analysis of four steel truss arch pedestrian bridges are performed and then the design of the bridges are completed according to obtained result from the analysis. Therefore, it was possible to compare these models.Models are done by two different spans. For each span, models are repeated with steel pipe profile and steel I profile. After that, sections are designed according to related Turkish Standards. In conclusion, models are compared by the parameters joint displacement, axial force, moment etc.
Author
Hasan Ali Akca
Institution
How to Cite
Hasan Ali Akca (Master Thesis). Modelling of steel arch bridge with finite element modelling program, 2009, Gazi University, İnşaat Mühendisliği Bölümü.
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