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Monitoring an iconic heritage structure with OMA: the Main Spire of the Milan Cathedral

机译:用OMA监控标志性遗产结构:米兰大教堂的主要尖顶

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One of the most remarkable structural elements characterizing the Milan Cathedral is its Main Spire, built in Candoglia marble and completed in 1769. The Main Spire, reaching the height of about 108 m and supporting the statue of the Virgin Mary, is about 40 m high and stands on the octagonal tiburio erected around the main dome. The structural arrangement of the spire includes a central column which is connected through a spiral staircase to 8 perimeter columns and each column is stiffened by inverse flying buttress. Metallic clamps and dowels connect the marble blocks and metallic rods connect the perimeter columns to the central core. A large monitoring system was recently installed in the Milan Cathedral, including seismometers and temperature sensors at 3 levels of the Main Spire as well as a weather station at the top of the spire. After a concise historic background on the Main Spire and the description of the sensing devices installed in this structure, the paper focuses on the dynamic characteristics of the spire and their evolution during a time span of about 16 months. The presented results highlight that: (a) a high density of vibration modes is automatically detected in the frequency range 1.0-7.0 Hz; (b) the lower identified modes correspond to global modes of the cathedral; (c) the normal evolution in time of the resonant frequencies is characterized by clear fluctuations induced by the environmental effects (temperature and wind); (d) especially the dependence of resonant frequencies on temperature is very distinctive and reveals the key role of the metallic elements in the overall dynamic behavior; (e) notwithstanding the remarkable effects exerted by the changing environment on the resonant frequencies, output-only removal of environmental effects and novelty analysis allow an effective monitoring of the structural condition.
机译:表征米兰大教堂的最卓越的结构元素之一是其主要尖顶,建于迦太利大理石,并于1769年完成。主要尖顶,达到约108米的高度,并支持圣母玛利亚的雕像约为40米高并站在主穹顶周围竖立的八角形胫耳。尖端的结构布置包括通过螺旋楼梯连接到8个周边柱连接的中心柱,并且每列通过逆飞弯曲而加强。金属夹和销钉连接大理石块和金属棒将周边柱连接到中心核心。最近安装了一个大型监控系统,在米兰大教堂内安装,包括震动计和温度传感器,在尖顶的3个级别,以及尖顶顶部的气象站。在主尖端的简洁历史背景之后,在该结构中安装的传感装置的描述之后,本文侧重于尖端的动态特性及其在大约16个月的时间跨度期间的演化。所呈现的结果突出显示:(a)在频率范围1.0-7.0Hz的频率范围内自动检测高密度的振动模式; (b)较低的识别模式对应于大教堂的全球模式; (c)谐振频率的时间的正常演变是通过环境影响(温度和风)诱导的清晰波动的特征; (d)特别是谐振频率对温度的依赖性非常独特,揭示了金属元素在整体动态行为中的关键作用; (e)尽管谐振频率的变化环境所施加的显着效果,但仅输出的环境效应和新颖性分析允许有效监测结构状况。

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