Modeling Strategies of San Giovanni Baptistery of Pisa Accounting for Uncertainties on Soil and Masonry Mechanical Properties

Author:

Bartolini GiadaORCID,De Falco AnnaORCID,Landi FilippoORCID

Publisher

Springer Nature Switzerland

Reference15 articles.

1. Fathi, A., Sadeghi, A., Emami Azadi, M.R., Hoveidaie, N.: Assessing seismic behavior of a masonry historic building considering soil-foundation-structure interaction (case study of Arge-Tabriz). Int. J. Archit. Herit. 14(6), 795–810 (2020)

2. Shabani, A., Feyzabadi, M., Kioumarsi, M.: Model updating of a masonry tower based on operational modal analysis: the role of soil-structure interaction. Case Stud. Constr. Mater. 16, e00957 (2022)

3. Mortezaei, A., Motaghi, A.: Seismic assessment of the world’s tallest pure-brick tower including soil-structure interaction. J. Perform. Constr. Facil. 30, 04016020 (2016)

4. Hökelekli, E., Al‐Helwani, A.: Effect of soil properties on the seismic damage assessment of historical masonry minaret–soil interaction systems. Struct. Des. Tall Build. 29 (2020)

5. Erdogan, Y.S.: Discrete and continuous finite element models and their calibration via vibration and material tests for the seismic assessment of masonry structures. Int. J. Archit. Heritage 11(7), 1026–1045 (2017)

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