Three-dimensional modelling and full-scale testing of stone arch bridges
By P. Fanning, T. Boothby. 2001
244 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/b5066cf144033e5b3bc8f97bfdb43067c1da6470
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In Civil and Structural Engineering
In Mechanics of Materials
Citations in the corpus
- Two-dimensional finite element upper bound limit analysis of masonry bridges (2006, background): “Unfortunately, this goal seems difficult to reach because masonry arch bridges are complex three-dimensional systems [1], whose interacting components (barrel vaults, piers, spandrel walls, fill, wing walls, etc.”