Dynamic monitoring and model updating of the Leaning Tower of Pisa
The Leaning Bell Tower of Pisa(Italy)– built between 1173 and 1370 – is included within the list of the World Heritage Sites by UNESCO since 1987.In the past years,the Tower and the underlying soil have undergone many interventions in the attempt to reduce and stop definitely its inclination.The Tower was also equipped with a sensor network intended for seismic monitoring,which recorded the dynamic response of the monument under some far-field earthquakes.In this study,the dynamic response of the Tower recorded under some recent seismic event has been analyzed in the time-and frequency-domain,thereby allowing the identification of its main vibration modes.Furthermore,a simplified finite element model of this valuable monument has been developed taking into account the soil-structure interaction.This numerical model has been used to perform a large sensitivity analysis and to calibrate the dynamic impedances at the base of the structure.
Dynamic monitoring Masonry tower Model updating Soil-structure interaction
G.Fiorentino D.Lavorato G.Quaranta B.Briseghella C.Nuti
Department of Architecture,Roma Tre University,Rome,Italy Department of Structural and Geotechnical Engineering,Sapienza University of Rome,Rome,Italy College of Civil Engineering,Fuzhou University,Fuzhou,China Department of Architecture,Roma Tre University,Rome,Italy;College of Civil Engineering,Fuzhou Univer
国际会议
The 7th World Conference on Structural Control and Monitoring(7WCSCM)(第七届结构控制与监测世界大会)
青岛
英文
1905-1911
2018-07-22（万方平台首次上网日期，不代表论文的发表时间）