Analytical methods of structural design and assessment: Distribution of loads in multi-girder bridges of simple and continuous spans - Part I (E.370D)

Last updated on 13 August 2014 9:37
The method presented relies on splitting any given loading into components which are amenable to treatment by quite different simplification, especially in respect of continuous span structures. The reciprocal theorems have been used to develop influence lines in view of their greater utility in bridge analysis than the flexural...
Author(s): Bramall B
Organisation(s): British Rail Research ;
1962
United Kingdom
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