Theoretical calculations on the strength and stability of spandrel walls of masonry arch bridges (TM-TS-49)

Last updated on 07 April 2014 11:13
This report describes calculations (further to those in TMTS39 [1] ) on the strength and stability of detached spandrel walls of masonry arch bridges. Reference [1] details the reasons for performing this theoretical investigation, the underlying principles, the geometry of the arch and load assumptions made; thus these will only...
Author(s): Newton SG
Organisation(s): British Rail Research ;
1975
United Kingdom
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