Safety of historical stone arch bridges pp 99-163 | Cite as
Computation:of Historical Arch Bridges
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Abstract
The described loadings on bridges in the preceding chapter cause a certain reaction of the arch bridge if applied to the bridge. This reaction is either admissible or inadmissible. Inadmissible reactions of bridges include damages or failure of the bridge. To prevent such effects, the reaction of bridges exposed to loads is usually studied in advance.
Keywords
Discrete Element Method Ultimate Load Beam Model Masonry Structure Railway Bridge
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© Springer-Verlag Berlin Heidelberg 2009