In the present paper the bell tower of the church of Santa Maria Assunta of Lamadacqua in Noci (Bari, Italy) realized by reinforced concrete septa is studied regarding its vulnerability. The bell tower has a total height of about 14m, and is characterized by an unusual cross section, which is composed by three slender septa, which are connected in correspondence of the cantered axis, realizing a kind of star shape. A Finite Element (FE) model validated by an experimental dynamical analysis has permitted to get considerations about the tower vulnerability, on the basis of the following retrofitting for making the structure safe
On the vulnerability of an irregular reinforced concrete bell tower / Diaferio, Mariella; Foti, Dora; Giannoccaro, Nicola Ivan; Ivorra, Salvador; Notarangelo, Giovanni; Vitti, Michele. - STAMPA. - (2019), pp. 591-602. (Intervento presentato al convegno 5th International Conference on Mechanical Models in Structural Engineering, CMMoST 2019 tenutosi a Alicante, Spain nel October 23-25, 2019).
On the vulnerability of an irregular reinforced concrete bell tower
Diaferio, Mariella;Foti, Dora;
2019-01-01
Abstract
In the present paper the bell tower of the church of Santa Maria Assunta of Lamadacqua in Noci (Bari, Italy) realized by reinforced concrete septa is studied regarding its vulnerability. The bell tower has a total height of about 14m, and is characterized by an unusual cross section, which is composed by three slender septa, which are connected in correspondence of the cantered axis, realizing a kind of star shape. A Finite Element (FE) model validated by an experimental dynamical analysis has permitted to get considerations about the tower vulnerability, on the basis of the following retrofitting for making the structure safe| File | Dimensione | Formato | |
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