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Abstract
The problem of determining displacements of objects is an important and current issue, in particular in terms of operational safety. This is a requirement that covers geodetic, periodic control measurements in order to determine horizontal and vertical displacements. The paper is focused on the analysis of vertical displacements. Geodetic measurements and their interpretation allow to reduce the risk of possible structural catastrophes. The major research topic of the majority of available papers is displacement determination of individual controlled points, in a situation where there are identified as fixed reference points. There are cases making identification of such points difficult or impossible to use in displacement analysis. This paper addresses a rare case of determining vertical displacements in unstable reference systems. Due to the fact that most of the existing and known literature methods do not always bring satisfactory results, the paper propose a new method of vertical displacement determination in the absence of reference points in the local coordinate system. Practical considerations on simulated data show that the presented method performs the task correctly.
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- Publication version
- Accepted or Published Version
- DOI:
- Digital Object Identifier (open in new tab) 10.24425/ace.2020.131790
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- Category:
- Articles
- Type:
- artykuły w czasopismach
- Published in:
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Archives of Civil Engineering
no. LXVI,
pages 309 - 326,
ISSN: 1230-2945 - Language:
- English
- Publication year:
- 2020
- Bibliographic description:
- Filipiak-Kowszyk D., Kamiński W.: DETERMINATION OF VERTICAL DISPLACEMENTS IN RELATIVE MONITORING NETWORKS// Archives of Civil Engineering -Vol. LXVI,iss. 1 (2020), s.309-326
- DOI:
- Digital Object Identifier (open in new tab) 10.24425/ace.2020.131790
- Verified by:
- Gdańsk University of Technology
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