综合利用卫星和现场信息监测文化遗址结构的异常趋势

IF 3.6 2区 工程技术 Q1 ENGINEERING, CIVIL
Melissa De Iuliis, Marianna Crognale, Francesco Potenza, Vincenzo Gattulli
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引用次数: 0

摘要

世界各地的现有结构和基础设施在其使用年限内都面临着不同类型的危险,如地震或山体滑坡,尤其是在意大利这样地震频发和水文地质风险较高的国家。降低风险和保护现有结构是结构工程学非常关注的任务。最近,先进的多时相差合成孔径雷达干涉测量(DInSAR)产品已被用于监测影响结构的地面运动的时间演变。本文提出了一种将 DInSAR 数据(在 GIS 环境中可视化)与现场测量相结合的方法。特意将 DInSAR 和地面激光扫描 (TLS) 结合起来,以方便对影响文化遗址的位移进行空间解释。通过利用 2012-2020 年期间收集的数据档案(升序和降序采集),对罗马(意大利)卡皮托林博物馆进行了研究,重点是 Marcus Aurelius Exedra,从而深入了解了所提议的方法。通过分析基于 DInSAR 的位移时间序列和平均变形速度值,确定了所分析结构的可能危急情况。结合上升和下降数据提取地面运动的成分,发现垂直方向存在主要成分。通过比较 "建造时 "模型(从 TLS 中获得)和 "设计时 "模型(从原始技术图纸中获得)也证实了这一点。因此,DInSAR-TLS 组合可为结构健康监测预警程序提供支持。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

On the combined use of satellite and on-site information for monitoring anomalous trends in structures within cultural heritage sites

On the combined use of satellite and on-site information for monitoring anomalous trends in structures within cultural heritage sites

Existing structures and infrastructures are exposed worldwide to different types of hazards during their service life, such as earthquakes or landslides, especially in countries characterized by high seismicity and hydrogeological risk, as Italy. Mitigation risk and safeguarding existing structures are tasks of great interest for structural engineering. Recently, advanced multi-temporal differential synthetic aperture radar interferometry (DInSAR) products have been used to monitor the evolution in time of ground movement that affects structures. This paper proposes a methodological approach to integrate DInSAR data, visualized in the GIS environment, with on-site measurements. DInSAR and terrestrial laser scanning (TLS) are purposely combined to facilitate the spatial interpretation of displacements affecting cultural heritage sites. An insight into the proposed approach is provided through the study of the Capitoline Museums in Rome (Italy) focusing on Marcus Aurelius Exedra, by exploiting the data archive (ascending and descending acquisitions) collected during the 2012–2020 time interval. Identifying possible critical situations for the analyzed structure is carried out through the analysis of DInSAR-based displacements time series and mean deformation velocity values. Ascending and descending data are combined to extract the components of ground motions and reveal the presence of predominant components in the vertical direction. This is also confirmed by comparing the “as-build” model (obtained from TLS) and the “as-design” model (obtained from the original technical drawing). Therefore, the DInSAR–TLS combination allows supporting structural health monitoring early warning procedures of structures.

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来源期刊
Journal of Civil Structural Health Monitoring
Journal of Civil Structural Health Monitoring Engineering-Safety, Risk, Reliability and Quality
CiteScore
8.10
自引率
11.40%
发文量
105
期刊介绍: The Journal of Civil Structural Health Monitoring (JCSHM) publishes articles to advance the understanding and the application of health monitoring methods for the condition assessment and management of civil infrastructure systems. JCSHM serves as a focal point for sharing knowledge and experience in technologies impacting the discipline of Civionics and Civil Structural Health Monitoring, especially in terms of load capacity ratings and service life estimation.
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