Macroelement Modelling Based on a Bouc – Wen Formulation with Degradation for the Dynamic Analysis of Masonry Walls
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Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-39450-8_36
Reference19 articles.
1. Quagliarini, E., Maracchini, G., Clementi, F.: Uses and limits of the equivalent frame model on existing unreinforced masonry buildings for assessing their seismic risk: a review. J. Build. Eng. 10, 166–182 (2017). https://doi.org/10.1016/j.jobe.2017.03.004
2. Siano, R., et al.: Numerical investigation of non-linear equivalent-frame models for regular masonry walls. Eng. Struct. 173, 512–529 (2018). ISSN 0141-0296
3. Cattari, S., Camilletti, D., D'Altri, A.M., Lagomarsino S.: On the use of continuum Finite Element and Equivalent Frame models for the seismic assessment of masonry walls. J. Build. Eng. 43, 102519 (2021). ISSN 2352-7102
4. Peruch, M., EnricoSpacone, P., Shing, B.: Cyclic analyses of reinforced concrete masonry panels using a force-based frame element. J. Struct. Eng. 145(7), 04019063 (2019). https://doi.org/10.1061/(ASCE)ST.1943-541X.0002335
5. Dolce, M.: Schematizzazione e Modellazione degli Edifici in Muratura Soggetti ad Azioni Sismiche. L’industria delle costruzioni. 25(242), 44–57. (1991). [In Italian]
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