The existence of a valuable historical heritage of the Medieval age in Bologna has motivated a deeper study on the seismic behaviour of the Asinelli Tower, which beyond being the town symbol, has a structural configuration prone to seismic damage. Accordingly, in the present paper, the seismicity of Bologna is reviewed and a synthesis of the damage observed in the urban area, based on an accurate historical research, is given, with the objective of evaluating the behavior of the Asinelli Tower within the framework of the effects localized in the municipality. An assessment of the tower's stability with respect to compatible seismic events, at least qualitatively, with the region seismicity is then carried out by means of a non-linear dynamic analysis on a simplified model.

(1998). Seismic analysis of the Asinelli Tower and earthquakes in Bologna [journal article - articolo]. In SOIL DYNAMICS AND EARTHQUAKE ENGINEERING. Retrieved from https://hdl.handle.net/10446/232773

Seismic analysis of the Asinelli Tower and earthquakes in Bologna

Riva, Paolo;
1998-01-01

Abstract

The existence of a valuable historical heritage of the Medieval age in Bologna has motivated a deeper study on the seismic behaviour of the Asinelli Tower, which beyond being the town symbol, has a structural configuration prone to seismic damage. Accordingly, in the present paper, the seismicity of Bologna is reviewed and a synthesis of the damage observed in the urban area, based on an accurate historical research, is given, with the objective of evaluating the behavior of the Asinelli Tower within the framework of the effects localized in the municipality. An assessment of the tower's stability with respect to compatible seismic events, at least qualitatively, with the region seismicity is then carried out by means of a non-linear dynamic analysis on a simplified model.
articolo
1998
Riva, Paolo; Perotti, Federico; Guidoboni, Emanuela; Boschi, Enzo
(1998). Seismic analysis of the Asinelli Tower and earthquakes in Bologna [journal article - articolo]. In SOIL DYNAMICS AND EARTHQUAKE ENGINEERING. Retrieved from https://hdl.handle.net/10446/232773
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