Would anyone suggest me a paper on modelling the ballast layer (& its effect on frequency values) in masonry arch bridges?
can I apply the ballast weight or i have to model it in Abaqus?
thanks dear Moussaab, i will read the attached files.
Dear Arash, you can check this together with the ones suggested above
https://www.era.lib.ed.ac.uk/bitstream/handle/1842/12876/Robinson2000.Pdf?sequence=1&isAllowed=y
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