Ambient Vibrations of Age-old Masonry Towers: Results of Long-term Dynamic Monitoring in theHistoric Centre of Lucca
Autor: | David M. Lucchesi, Riccardo Mario Azzara, Daniele Pellegrini, Cristina Padovani, Valerio Iafolla, Maria Girardi |
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Přispěvatelé: | ITA |
Jazyk: | angličtina |
Rok vydání: | 2019 |
Předmět: |
Signal Processing (eess.SP)
enviromental effects Visual Arts and Performing Arts Clock tower 0211 other engineering and technologies 020101 civil engineering 02 engineering and technology Conservation Seismic noise 0201 civil engineering operational modal analysis Dynamic monitoring 021105 building & construction Architecture FOS: Electrical engineering electronic engineering information engineering Ambient vibration Electrical Engineering and Systems Science - Signal Processing business.industry vibration sources long-term monitoring Structural engineering Masonry masonry towers Term (time) Operational Modal Analysis Long term monitoring Environmental science business |
Zdroj: | International journal of architectural heritage 15 (2019): 5–21. doi:10.1080/15583058.2019.1695155 info:cnr-pdr/source/autori:Azzara R.M.; Girardi M.; Iafolla V.; Lucchesi D. M.; Padovani C.; Pellegrini D./titolo:Ambient Vibrations of Age-old Masonry Towers: Results of Long-term Dynamic Monitoring in theHistoric Centre of Lucca/doi:10.1080%2F15583058.2019.1695155/rivista:International journal of architectural heritage/anno:2019/pagina_da:5/pagina_a:21/intervallo_pagine:5–21/volume:15 |
Popis: | The paper presents the results of an ambient vibration monitoring campaign conducted on theso-called "Clock Tower" (Torre delle Ore), one of the best known and most visited monuments inthe historic centre of Lucca. The vibrations of the tower were continuously monitored fromNovember 2017 to March 2018 using high-sensitivity instrumentation. In particular, four seismicstations provided by the Istituto Nazionale di Geofisica e Vulcanologia and two three-axialaccelerometers developed by AGI S.r.l., spin-off of the National Institute for Astrophysics, wereinstalled on the tower. The measured vibration level was generally very low, since the structurelies in the middle of a limited traffic area. Nevertheless, the availability of two different types ofhighly sensitive and accurate instruments allowed the authors to follow the dynamic behaviour ofthe tower during the entire monitoring period and has moreover provided cross-validation of theresults. |
Databáze: | OpenAIRE |
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