Sensitivity Analysis on the FE Model Parameters of the Leaning Tower of Pisa
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Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-60271-9_45
Reference15 articles.
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3. de Silva, F., Ceroni, F., Sica, S., Silvestri, F.: Non-linear analysis of the Carmine bell tower under seismic actions accounting for soil–foundation–structure interaction. Bull. Earthq. Eng. 16(7), 2775–2808 (2017). https://doi.org/10.1007/s10518-017-0298-0
4. 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)
5. 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, e1694 (2020)
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