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Measuring the settlement of an apartment building
Kováč, Igor ; Vitula, Alexej (referee) ; Bureš, Jiří (advisor)
The subject of the bachelor’s thesis was the geodetic survey and processing of monitoring of vertical displacements and deformations of an apartment building. The measurement was performed by the method of precise levelling using hanging scales. Prior to surveying, tests were performed on the accuracy of the instrument readings depending on the length to the target and the differences between origins of the scales. The thesis processes three stages of measurement and deals with the process from measurement, through processing, to the production of graphic outputs. The largest value of the vertical displacement of the monitored point was -1.44 mm.
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Deformation Measurement of Gagarin Bridge
Czíria, Kornél ; Vitula, Alexej (referee) ; Bureš, Jiří (advisor)
The work deals with a complex analysis of displacements and deformations of one bridge span of the railway bridge "Gagarin". The bridge structure was since 2009 annually measured. In addition to long-term monitoring of the bridge a 24-hour automatized monitoring was conducted in 2015 using robotic total station. The results of monitoring enables the analysis of displacements and deformations, analysis of measurement accuracy and also environmental influences on the structure - determination of the temperature dependence of deformations. Another part of the work is evaluating the long-term stability of the height reference frame that was used for geodetic epoch measuring of the bridge columns. The results of the work are the values of detected displacements and deformations, their graphical illustration, geometric interpretation and relevant characteristics of accuracy.
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Determination of bench-mark heights in the FAST Veveři local leveling network
Peško, Tomáš ; Vondrák, Jiří (referee) ; Machotka, Radovan (advisor)
The theme of this bachelor thesis is determination of bench-mark heights in the FAST Veveři local levelling network. Theoretical part deals with the theory of determination of heights. Practical part describes used equipment, it’s preparation for measurement, measuring methods used to connect points with unknown heights to reference points from ČSNS and processing of measured data. Results of this thesis are equalized heights of the points which served as a base for documentation of levelling points and schematics of the levelling network.
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Measuring the settlement of an apartment building
Kováč, Igor ; Vitula, Alexej (referee) ; Bureš, Jiří (advisor)
The subject of the bachelor’s thesis was the geodetic survey and processing of monitoring of vertical displacements and deformations of an apartment building. The measurement was performed by the method of precise levelling using hanging scales. Prior to surveying, tests were performed on the accuracy of the instrument readings depending on the length to the target and the differences between origins of the scales. The thesis processes three stages of measurement and deals with the process from measurement, through processing, to the production of graphic outputs. The largest value of the vertical displacement of the monitored point was -1.44 mm.
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Deformation Measurement of Gagarin Bridge
Czíria, Kornél ; Vitula, Alexej (referee) ; Bureš, Jiří (advisor)
The work deals with a complex analysis of displacements and deformations of one bridge span of the railway bridge "Gagarin". The bridge structure was since 2009 annually measured. In addition to long-term monitoring of the bridge a 24-hour automatized monitoring was conducted in 2015 using robotic total station. The results of monitoring enables the analysis of displacements and deformations, analysis of measurement accuracy and also environmental influences on the structure - determination of the temperature dependence of deformations. Another part of the work is evaluating the long-term stability of the height reference frame that was used for geodetic epoch measuring of the bridge columns. The results of the work are the values of detected displacements and deformations, their graphical illustration, geometric interpretation and relevant characteristics of accuracy.
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