The possibility of measuring the dynamic response of structures using non-contact geodetic method
Building construction is the subject of various factors and their consequences must be regularly monitored; this can be carried out in the form of control measurements or monitoring. This article aims to show the usability of geodetic non-contact methods in defining the dynamic response of structure...
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Association of Surveyors of Slovenia (Zveza geodetov Slovenije)
2019-03-01
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Online Access: | http://www.geodetski-vestnik.com/63/1/gv63-1_kovacic.pdf |
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doaj-a87e519b3867490dba9041296790d2f72020-11-25T02:22:46Zeng Association of Surveyors of Slovenia (Zveza geodetov Slovenije) Geodetski Vestnik0351-02711581-13282019-03-01631577210.15292/geodetski-vestnik.2019.01.57-72The possibility of measuring the dynamic response of structures using non-contact geodetic methodBoštjan Kovačič0Tomaž Motoh1University of Maribor, Faculty of Civil Engineering, Transportation Engineering and Architecture, Smetanova ulica 17, SI-2000 Maribor, SloveniaQ Techna, Inštitut za zagotavljanje in kvaliteto kontrole Cvetkova ulica 27, SI-1000 Ljubljana, SloveniaBuilding construction is the subject of various factors and their consequences must be regularly monitored; this can be carried out in the form of control measurements or monitoring. This article aims to show the usability of geodetic non-contact methods in defining the dynamic response of structures. The lamella on which various methods for monitoring the dynamic response was used for simulation; the emphasis is on a modern geodetic method using a Robotic Total Station (RTS). To determine the dynamic response, the algorithm for the determination of the harmonic oscillation´s average amplitude and the methods of the spectral analysis of the sampled data is further described. The results obtained with the RTS method have shown a high level of reliability for the determination of dynamic response.http://www.geodetski-vestnik.com/63/1/gv63-1_kovacic.pdfgeodesyengineering geodesycivil engineeringdynamic response of the structurerobotic total station |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Boštjan Kovačič Tomaž Motoh |
spellingShingle |
Boštjan Kovačič Tomaž Motoh The possibility of measuring the dynamic response of structures using non-contact geodetic method Geodetski Vestnik geodesy engineering geodesy civil engineering dynamic response of the structure robotic total station |
author_facet |
Boštjan Kovačič Tomaž Motoh |
author_sort |
Boštjan Kovačič |
title |
The possibility of measuring the dynamic response of structures using non-contact geodetic method |
title_short |
The possibility of measuring the dynamic response of structures using non-contact geodetic method |
title_full |
The possibility of measuring the dynamic response of structures using non-contact geodetic method |
title_fullStr |
The possibility of measuring the dynamic response of structures using non-contact geodetic method |
title_full_unstemmed |
The possibility of measuring the dynamic response of structures using non-contact geodetic method |
title_sort |
possibility of measuring the dynamic response of structures using non-contact geodetic method |
publisher |
Association of Surveyors of Slovenia (Zveza geodetov Slovenije) |
series |
Geodetski Vestnik |
issn |
0351-0271 1581-1328 |
publishDate |
2019-03-01 |
description |
Building construction is the subject of various factors and their consequences must be regularly monitored; this can be carried out in the form of control measurements or monitoring. This article aims to show the usability of geodetic non-contact methods in defining the dynamic response of structures. The lamella on which various methods for monitoring the dynamic response was used for simulation; the emphasis is on a modern geodetic method using a Robotic Total Station (RTS). To determine the dynamic response, the algorithm for the determination of the harmonic oscillation´s average amplitude and the methods of the spectral analysis of the sampled data is further described. The results obtained with the RTS method have shown a high level of reliability for the determination of dynamic response. |
topic |
geodesy engineering geodesy civil engineering dynamic response of the structure robotic total station |
url |
http://www.geodetski-vestnik.com/63/1/gv63-1_kovacic.pdf |
work_keys_str_mv |
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