陆基雷达干涉法监测铁路高架桥结构健康的若干问题

M. Diaferio, A. Fraddosio, Mario Daniele Piccioni, Anna Castellano, L. Mangialardi, L. Soria
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引用次数: 18

摘要

运行模态分析(OMA)作为民用建筑模态识别和结构健康监测(SHM)的一种工具得到了广泛的应用。然而,传统的基于加速度计的实验技术成本高,测量时间长,并且经常需要中断建筑的服务。本文以某铁路高架桥典型跨径模态参数辨识为例,分析了地面雷达干涉试验装置的性能和可能的改进。本分析旨在开发一种快速、廉价和实用的高架桥定期监测程序。
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Some issues in the structural health monitoring of a railway viaduct by ground based radar interferometry
Operational Modal Analysis (OMA) is extensively used as a tool for the modal identification and the Structural Health Monitoring (SHM) of civil constructions. However, the classical experimental techniques based on the use of accelerometers involve high costs and long times for performing the measurements, and often interrupting the service of the construction is also needed. In this paper, with reference to the specific case study of the identification of modal parameters of a typical span of a railway viaduct, we analyze the capability and the possible improvements of the ground based radar interferometric experimental set-up. This analysis is aimed at developing a fast, inexpensive and practical procedure for the periodic monitoring of the viaduct.
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