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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Main Authors: Boštjan Kovačič, Tomaž Motoh
Format: Article
Language:English
Published: Association of Surveyors of Slovenia (Zveza geodetov Slovenije) 2019-03-01
Series:Geodetski Vestnik
Subjects:
Online Access:http://www.geodetski-vestnik.com/63/1/gv63-1_kovacic.pdf
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spelling 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
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