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Theoretical analysis of masonry arch bridge deck behaviour (TM-TS-059)

Last updated on 17 July 2013 9:57

In order to assess the cost effectiveness of bridge repair techniques the Research & Development Division currently measures displacement under the centre of the rail "4 foot", under live loading, at the crowns of masonry and brick arch bridges. Measurements taken on different bridges cannot be compared directly since they...

Author(s): Robertson R.A.

Organisation(s): British Rail Research ;

1976

United Kingdom

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