Dynamic investigation on the Mirandola bell tower in post-earthquake scenarios

Author:

Zanotti Fragonara LucaORCID,Boscato Giosuè,Ceravolo Rosario,Russo Salvatore,Ientile Silvia,Pecorelli Marica Leonarda,Quattrone Antonino

Funder

ReLUIS-DPC (Italy)

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference40 articles.

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2. Bassoli E, Vincenzi L, Bovo M, Mazzotti C (2015) Dynamic identification of an ancient masonry bell tower using a MEMS-based acquisition system. In: 2015 IEEE Workshop on Environmental, Energy and Structural Monitoring Systems (EESMS), pp 226–231. doi: 10.1109/EESMS.2015.7175882

3. Bayraktar A, Türker T, Sevim B, Altunişik AC, Yildirim F (2009) Modal parameter identification of Hagia Sophia bell-tower via ambient vibration test. J Nondestruct Eval 28:37–47. doi: 10.1007/s10921-009-0045-9

4. Bennati S, Nardini L, Salvatore W (2005) Dynamic behavior of a medieval masonry bell tower. Part II: measurement and Modeling of the Tower Motion. J Struct Eng 131:1647–1655. doi: 10.1061/(ASCE)0733-9445(2005)131:11(1647)

5. Binda L, Falco M, Poggi C, Mirabella Roberti G, Corradi R, Tongini Folli R (2000) Static and dynamic studies on the Torrazzo in Cremona (Italy): the Highest Masonry Bell Tower in Europe. In: International symposium on Bridging Large Spans (BLS) from antiquity to the present. Istanbul, pp 100–110

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