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Accuracy of trigonometric heighting and monitoring the vertical displacements

机译:三角高程的精确度和垂直位移的监控

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A lot has been written and said about the measuring of displacements and deformations of structures. This article introduces displacement measurements on the largest viaduct in Slovenia, and an analysis of the results, with particular stress on the accuracy of the calculations. Today there are a lot of sophisticated methods to measure and analyse a bridge during load tests as GPS, photogrammetric measurements, laser scanning, levelling with digital or laser levels, etc. Nevertheless, the use of classical techniques such as trigonometric heighting is still suitable enough for the most demanding field observations and demanded accuracy. In this article the most optimal accuracy for the needs of load tests is presented, the method of trigonometrical heighting is discussed in details as well as the example of its usage on the largest Slovene viaduct Crni Kal.
机译:关于结构的位移和变形的测量已经有很多论述。本文介绍了斯洛文尼亚最大的高架桥的位移测量结果,并对结果进行了分析,尤其强调了计算的准确性。如今,在GPS,摄影测量,激光扫描,数字或激光水平仪等水平的负载测试过程中,有许多复杂的方法可以测量和分析桥梁。尽管如此,使用三角高度等经典技术仍然足够用于最苛刻的现场观察和要求的准确性。在本文中,提出了针对载荷测试需求的最佳精度,详细讨论了三角高程的方法,以及在最大的斯洛文尼亚高架桥Crni Kal上使用三角高程的示例。

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