Computation:of Historical Arch Bridges

Chapter

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 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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Copyright information

© Springer-Verlag Berlin Heidelberg 2009

Authors and Affiliations

  1. 1.University of Natural Resources and Applied Life Sciences, Vienna Institute of Mountain Risk EngineeringViennaAustria
  2. 2.Section of Hydraulic EngineeringDelft University of TechnologyCN DelftThe Netherlands

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