Dynamic Identification of the So-Called Temple of Minerva Medica: Comparison of Different Instrumentations and Methods for Mutual Validation of the Results

C. Baggio, V. Sabbatini, S. Santini, C. Sebastiani, V. Fioriti, I. Roselli, A. Colucci, F. Saitta, S. Forliti
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引用次数: 1

Abstract

Dynamic monitoring is a well consolidated technique used to gain information on the global health of the constructions. In particular, ambient vibration test achieved important results in the dynamic characterization of modal parameters. Several techniques and instrumentations are available nowadays, the mutual validation between different modal analysis techniques is an important procedure to assess the reliability of results. In the present paper the ambient vibration tests performed on the so-called Temple of Minerva Medica in Rome considering different techniques and instrumentations will be described and compared. The Temple of Minerva Medica is a ruined decagonal nymphaeum in opus latericium that dates to the 4th century AD, nowadays the construction is placed in a critical location between the main central train station (Roma Termini) and the local tram way. Several ambient vibration data were acquired during different campaigns [1] to characterize the effects of the vibrations and the modal parameters of the structure. The instrumentation used comprised several seismographs equipped with triaxial velocimeters, piezoelectric and capacitive accelerometers. A variety of techniques were applied to process the acquired vibration data in order to extract the modal parameters of the studied structure including FRF, FDD, EFDD, SSI, HVSR, motion magnification analysis, complex modal models and PolyMAX. The variance of the modal parameters obtained by each different technique was considered to provide indications on the reliability of the average values.
所谓密涅瓦神庙的动态鉴定:不同仪器和方法的比较,以相互验证结果
动态监测是一种很好的综合技术,用于获取有关建筑物整体健康状况的信息。特别是环境振动试验在模态参数的动态表征方面取得了重要成果。目前已有多种技术和仪器,不同模态分析技术之间的相互验证是评估结果可靠性的重要步骤。在本文中,对在罗马所谓的密涅瓦神庙上进行的环境振动试验进行了描述和比较,考虑了不同的技术和仪器。密涅瓦·美第奇神庙是一座被毁坏的十角形女神神庙,位于红土矿脉上,可以追溯到公元4世纪,现在这座建筑位于主要中央火车站(罗马终点站)和当地有轨电车之间的关键位置。在不同的运动过程中获取了几个环境振动数据[1],以表征振动的影响和结构的模态参数。所使用的仪器包括几个地震仪,配有三轴测速仪、压电和电容加速度计。利用FRF、FDD、EFDD、SSI、HVSR、运动放大分析、复杂模态模型和PolyMAX等技术对获取的振动数据进行处理,提取研究结构的模态参数。考虑了每种不同技术得到的模态参数的方差,为平均值的可靠度提供了指示。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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