利用定期测量的调平网络确定布拉格城堡表面的稳定性及鲁棒性分析

M. Štroner, R. Urban, T. Kubín
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引用次数: 0

摘要

在布拉格城堡地区,已经对正在进行的建筑物和结构的高度变化进行了大约10年的定期测量。测量方法以精密找平为主。到目前为止,这些测量仅对每个建筑及其稳定性进行了局部评估,而没有对布拉格城堡表面各个部分可能运动的情况进行整体评估。虽然某些点在不同的年代之间存在高度偏移,但利用鲁棒性分析对每个测量年代进行了新的完整的平差,并相互评价了不同的时代之间的变化。这种比较显示了某些部分相对于另一部分的相对运动。这一结果与布拉格城堡地区目前的地质知识相一致。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Stability Determination of the Surface Area of the Prague Castle by the Periodically Measured Levelling Network and Robust Analysis
In the area of Prague Castle there is already about 10 years of periodical measurement ofthe height changes in the buildings and structures being performed. The measurementmethod is precise levelling predominantly. Until now, these measurements have beenevaluated only locally with respect to each building and its stability without an overall viewof the situation of possible movements of individual parts of the surface Prague Castle.Whereas there are height shift of some points between epochs undoubtedly, a new andcomplete adjustment of each measured epoch and mutual assessment of changes betweenepochs using robust analysis was conducted. This comparison shows the relative movementof certain parts against another. The results are consistent with current knowledge of thegeology in the area of the Prague Castle.
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