钢桁架桥梁环境振动测量

IF 0.6 Q4 ENGINEERING, MECHANICAL
M. Venglár, M. Sokol, R. Ároch
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引用次数: 9

摘要

对两座特拉斯钢结构桥梁进行了结构健康监测(SHM)的动力测量。研究的桥梁为:单跨特拉斯桥和多跨特拉斯桥。考虑了两种测量设置的可能性。采用由一个多边形组成的简单布置方法对单跨特拉斯桥进行了数据采集。大桥使用了一种更复杂的测量装置,由两个多边形组成,最多有32个通道。大桥全长可达500米。两个测量多边形的连接通过Wi-Fi天线实现。SHM之所以选择多跨特拉斯桥,是因为目前施工超负荷。进行了动态测量,分析了环境和半环境数据。然后,从采集的数据中识别出一些振型,然后将数据与数值计算进行比较。最后,总结了环境数据测量的经验和结论。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Ambient vibration measurements of steel truss bridges
Dynamic measurements of two steel truss bridges for Structural Health Monitoring (SHM) were performed. The investigated bridges were: a single supported one span truss bridge and a multi-span truss bridge. Two possibilities of measuring setup were considered. A simple arrangement made up of one polygon has been used for data acquisition of the single span truss bridge. A more complex measuring setup made up of two polygons with up to 32 channels has been used for the large bridge with an entire length reaching up to 500 m. A connection of both measuring polygons was achieved by Wi-Fi antennas. The reason why the multi-span truss bridge was chosen for SHM is that the construction is nowadays overloaded. The dynamic measurements were done, ambient and semi-ambient data were analysed. After that, some mode-shapes were identified from the acquired data and then the data were compared with numerical calculations. Finally, experiences and conclusions from the ambient data measurement are summarized.
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来源期刊
Journal of Measurements in Engineering
Journal of Measurements in Engineering ENGINEERING, MECHANICAL-
CiteScore
2.00
自引率
6.20%
发文量
16
审稿时长
16 weeks
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