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首页> 外文期刊>International Journal of Masonry Research and Innovation >Four years of structural health monitoring of the San Pietro bell tower in Perugia, Italy: two years before the earthquake versus two years after
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Four years of structural health monitoring of the San Pietro bell tower in Perugia, Italy: two years before the earthquake versus two years after

机译:四年在意大利佩鲁贾的San Pietro Bell Tower的结构健康监测:两年前的地震与两年后

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This paper addresses the structural health monitoring (SHM) of the bell tower of the Basilica of San Pietro in Perugia, Italy, which is located in a seismic area. Known as one of the landmarks of the Umbrian capital, the tower belongs to a monumental complex of exceptional historical and cultural value. Therefore, its protection with respect to earthquakes is an important issue. To this purpose, a vibration-based SHM system able to detect anomalies in the structural behaviour by means of statistical process control tools has been installed in the tower and is under continuous operation since December 2014. The effects of the 2016-2017 Central Italy seismic sequence were clearly detected by this system, even if earthquakes took place at relatively large distance from the bell tower. The large amount of SHM data collected over four years allowed to assess the modifications in the structural behaviour of the bell tower in post-earthquake conditions.
机译:本文涉及意大利佩鲁贾San Pietro大教堂钟楼的结构健康监测(Shm),位于地震区。 被称为联中资本的地标之一,塔属于卓越的历史和文化价值的巨大复杂。 因此,它对地震的保护是一个重要问题。 为此目的,塔楼已经安装了一种能够通过统计过程控制工具检测结构行为中的异常的基于振动的SHM系统,并在2014年12月开始持续运行。2016-2017中部意大利地震的影响 这种系统清楚地检测到序列,即使地震发生在距离钟楼相对大的距离相对较远的地方。 在四年内收集的大量SHM数据允许评估钟楼在地震条件下的结构行为的修改。

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