doi: 10.7763/IJET.2015.V7.780
The City Hall of Mirandola Hardly Hit by the Earthquake of 2012: Damage Assessment and Approaches for the Seismic Improvement
- 1 IUAV University of Venice, 30123
- 2 IUAV University of Venice
- 3 IUAV University of Venice, Dept of Design in Complex
Abstract
The City Hall of Mirandola was stricken anddamaged by Emilia-Romagna earthquake sequence of May2012. The research suggests solutions for the rehabilitation of amasonry historic building that presents a serious damagepattern. The solutions includes the base isolation of the globalstructure. Through the historical analysis, the damage surveyand the mechanisms analysis were defined the macro-structureof the palace. Subsequently, was generated differentconfigurations based on the aggregation or separation of thefive macro-structure identified. The separation of theseproposed projects is done through the use of seismic isolatorsand dampers. It was carried out a simplified finite elementmodel and the linear elastic dynamic modal analysis wasperformed to evaluate the main modes of vibration of eachconfiguration, which correspond to the higher values ofpercentage of participating mass. Finally a response spectrumanalysis was performed with the use of data of the earthquakeof 29 May 2012. It going to evaluate the seismic behavior of allthe configurations.
Keywords
- Monuments
- damage survey
- collapsemechanisms
- seismic rehabilitation project
How to Cite
M. Bonariol, G. Boscato, A. Dal Cin, D. Fiorotto, and S. Russo, "The City Hall of Mirandola Hardly Hit by the Earthquake of 2012: Damage Assessment and Approaches for the Seismic Improvement," International Journal of Engineering and Technology, vol. 7, no. 2, pp. 130-134, 2015. https://doi.org/ 10.7763/IJET.2015.V7.780
Copyright & License
Copyright © 2015 by the authors. This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited (CC BY 4.0).



