A Mixed Membrane Finite Element for Masonry Structures
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Publisher
Springer International Publishing
Link
http://link.springer.com/content/pdf/10.1007/978-3-030-41057-5_95
Reference44 articles.
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3. Orduña, A., Lourenço, P.B.: Three-dimensional limit analysis of rigid blocks assemblages. Part II: load-path following solution procedure and validation. Int. J. Solids Struct. 42(18–19), 5161–5180 (2005). https://doi.org/10.1016/j.ijsolstr.2005.02.011
4. Gilbert, M., Casapulla, C., Ahmed, H.M.: Limit analysis of masonry block structures with non-associative frictional joints using linear programming. Comput. Struct. 84(13–14), 873–887 (2006). https://doi.org/10.1016/j.compstruc.2006.02.005
5. Intrigila, C., Nodargi, N.A., Bisegna, P.: Square cross vaults on spreading supports. In: Aguilar, R., Torrealva, D., Moreira, S., Pando, M., Ramos, L.F. (eds.) Structural Analysis of Historical Constructions. RILEM Bookseries, vol. 18, pp. 1045–1053. Springer (2019). https://doi.org/10.1007/978-3-319-99441-3_113
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1. A unifying computational approach for the lower-bound limit analysis of systems of masonry arches and buttresses;Engineering Structures;2020-10
2. Thrust line analysis revisited and applied to optimization of masonry arches;International Journal of Mechanical Sciences;2020-08
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