Relative displacements of 3D optical markers for deformations and crack monitoring of a masonry structure under shaking table tests

I. Roselli, G. Canio, M. Rossi, C. Calderini, S. Lagomarsino
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引用次数: 5

Abstract

The application of 3D motion capture systems to shaking table testing provides a unique tool for recording relative displacements of a large number of measurement points of the tested structure. The analysis of 3D relative displacements during dynamic tests allows us to evaluate the structure deformations and to monitor the cracks formation and evolution. The present paper focuses on the processing and analysis of 3D motion capture data to extract accurate displacements between markers positioned on a full-scale model of a masonry cross vault representing a vault of the mosque of Dey, Algiers, tested at the ENEA Casaccia Research Centre. The management and processing of the data acquired through 67 markers located on the vault are described, showing the potentialities of the methodology. Moreover, the possible formulation of damage indices based on the structure deformations and cracks aperture detected from markers relative displacements (MRDs) was explored. In particular, cracks could be counted and classifi ed as a function of the detected apertures, following damage thresholds indicated in the Italian regulations. Moreover, the failure mechanism could be easily visualized and analysed by monitoring the cumulative MRDs. In addition, in-plane and out-of-plane deformations of walls could be monitored during each seismic test, providing accurate information on the torsional and bending effects.
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振动台试验下砌体结构变形与裂缝监测三维光学标记物的相对位移
三维运动捕捉系统在振动台测试中的应用为记录被测结构的大量测点的相对位移提供了一种独特的工具。动态测试过程中的三维相对位移分析使我们能够评估结构变形并监测裂缝的形成和演变。本文着重于3D动作捕捉数据的处理和分析,以提取位于代表阿尔及尔Dey清真寺拱顶的砖石交叉拱顶全尺寸模型上的标记之间的准确位移,该模型在ENEA Casaccia研究中心进行了测试。描述了通过位于保险库上的67个标记获得的数据的管理和处理,显示了该方法的潜力。此外,还探讨了基于标记相对位移(MRDs)检测到的结构变形和裂缝孔径的损伤指标的可能公式。特别是,裂缝可以被计数和分类为检测到的孔径的函数,按照意大利法规中指出的损伤阈值。此外,通过监测累积mrd,可以很容易地可视化和分析失效机制。此外,在每次地震试验中,可以监测墙体的面内和面外变形,提供有关扭转和弯曲影响的准确信息。
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来源期刊
CiteScore
1.10
自引率
0.00%
发文量
24
审稿时长
33 weeks
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