Automatic Identification of Modal Parameters from Continuous Long-Term Monitoring of the Civic Clock Tower of Matelica, Central Italy
Author:
Affiliation:
1. Universita Politecnica delle Marche,Department of Civil, Environmental, Building and Architectural Engineering,Ancona,Italy
Publisher
IEEE
Link
http://xplorestaging.ieee.org/ielx8/10615258/10615271/10615742.pdf?arnumber=10615742
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3. Failure analysis of seven masonry churches severely damaged during the 2012 Emilia-Romagna (Italy) earthquake: Non-linear dynamic analyses vs conventional static approaches
4. Seismic vulnerability of Italian masonry churches: The case of the Nativity of Blessed Virgin Mary in Stellata of Bondeno
5. Crumbling of Amatrice clock tower during 2016 Central Italy seismic sequence: Advanced numerical insights
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