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document
Granda Valencia, Camilo (author), Lantsoght, E.O.L. (author)
Large torsional moments, which need to be considered in a design, can result among others, in structures with an asymmetric layout or loading. To find the required longitudinal and transverse reinforcement to resist these torsional moments, the link between the three-dimensional action of the torsional moment and sectional analysis methods is...
conference paper 2020
document
Granda Valencia, Camilo (author), Lantsoght, E.O.L. (author)
This paper provides a practical example of the torsion design of an inverted tee bent cap of a three-span bridge. A full torsional design following the guidelines of the ACI 318-19 building code is carried out and the results are compared with the outcomes from CSA-A23.3-04, AASHTO-LRFD-17, and EN 1992-1-1:2004 codes. Then, a summary of the...
conference paper 2020
document
Koekkoek, R.T. (author), Lantsoght, E.O.L. (author), Yang, Y. (author), Boer, A. de (author), Hordijk, D.A. (author)
As the bridge stock in The Netherlands and Europe is ageing, various methods to analyse existing bridges are bemg studied. Proof loading of bridges is an option to study the capacity when crucial information about the structure is lacking. This information could be related to the material (for example, the effect of alkali-silica reaction on the...
conference paper 2016