NURBS-Based Limit Analysis of Masonry Vaults
Author:
Publisher
Springer International Publishing
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-12873-8_8
Reference76 articles.
1. Angelillo M, Babilio E, Fortunato A (2013) Singular stress fields for masonry-like vaults. Contin Mech Thermodyn 25:423–441. https://doi.org/10.1007/s00161-012-0270-9
2. Barazzetti L, Banfi F, Brumana R, Previtali M (2015) Creation of parametric BIM objects from point clouds using NURBS. Photogramm Rec 30:339–362. https://doi.org/10.1111/phor.12122
3. Bianchini N, Mendes N, Calderini C, et al (2022) Seismic response of a small-scale masonry groin vault: experimental investigation by performing quasi-static and shake table tests. Bull Earthq Eng 20:1739–1765. https://doi.org/10.1007/s10518-021-01280-0
4. Block P, Lachauer L (2014) Three-dimensional (3D) equilibrium analysis of Gothic masonry vaults. Int J Archit Herit 8:312–335. https://doi.org/10.1080/15583058.2013.826301
5. Block P, Ochsendorf J (2007) Thrust network analysis: a new methodology for three-dimensional equilibrium. J Int Assoc Shell Spat Struct 48:1–7
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