Effective Limit Analysis Computational Approaches for the Structural Characterization of Nervi’s Palazzetto dello Sport

Author:

Ferrari RosalbaORCID,Cocchetti GiuseppeORCID,Rizzi EgidioORCID

Publisher

Springer Nature Switzerland

Reference9 articles.

1. Ferrari, R., Cocchetti, G., Rizzi, E.: Limit Analysis of a historical iron arch bridge. Formulation and computational implementation. Comput. Struct. 175, 184–196 (2016) https://doi.org/10.1016/j.compstruc.2016.05.007

2. Ferrari, R., Cocchetti, G., Rizzi, E.: Effective iterative algorithm for the Limit Analysis of truss-frame structures by a kinematic approach. Comput. Struct. 197, 28–41 (2018). https://doi.org/10.1016/j.compstruc.2017.11.018

3. Ferrari, R., Cocchetti, G., Rizzi, E.: New computational algorithms for the Limit Analysis of large-scale 3D truss-frame structures. In: Liu, G.R., Trovalusci, P. (eds.) Proceedings of the 9th International Conference on Computational Methods (ICCM 2018), Rome, Italy, 6–10 August 2018, Paper ID 3387, pp. 206–517. ScienTech Publisher LLC, USA (2018). ISSN: 2374-3948 (online)

4. Ferrari, R., Cocchetti, G., Rizzi, E.: Reference structural investigation on a 19th-century arch iron bridge loyal to design-stage conditions. Int. J. Architectural Heritage 14(10), 1425–1455 (2020). https://doi.org/10.1080/15583058.2019.1613453

5. Bucur-Horváth, I.V., Săplăcan, R.: Force Lines Embodied in the Building: Palazzetto dello Sport. J. Int. Assoc. Shell Spatial Struct. 54(2–3), 179–187 (2013)

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