Automated point clouds processing for deformation monitoring

<p<The weather conditions and the operation load are causing changes in the spatial position and in the shape of engineering constructions, which affects their static and dynamic function and reliability. Because these facts, geodetic measurements are integral parts of engineering structures d...
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Autor*in:	Ján Erdélyi [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2015

Schlagwörter:	terrestrial laser scannig deformation monitoring

Übergeordnetes Werk:	In: Geoinformatics FCE CTU - Czech Technical University in Prague, 2015, 14(2015), 2, Seite 47-54
Übergeordnetes Werk:	volume:14 ; year:2015 ; number:2 ; pages:47-54

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc

DOI / URN:	10.14311/gi.14.2.5

Katalog-ID:	DOAJ059726075

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allfieldsGer	10.14311/gi.14.2.5 doi (DE-627)DOAJ059726075 (DE-599)DOAJ2934bac56e1344bfa3b8ff1610e92030 DE-627 ger DE-627 rakwb eng GA1-1776 QB275-343 Ján Erdélyi verfasserin aut Automated point clouds processing for deformation monitoring 2015 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier <p<The weather conditions and the operation load are causing changes in the spatial position and in the shape of engineering constructions, which affects their static and dynamic function and reliability. Because these facts, geodetic measurements are integral parts of engineering structures diagnosis.</p<<p<The advantage of terrestrial laser scanning (TLS) over conventional surveying methods is the efficiency of spatial data acquisition. TLS allows contactless determining the spatial coordinates of points lying on the surface on the measured object. The scan rate of current scanners (up to 1 million of points/s) allows significant reduction of time, necessary for the measurement; respectively increase the quantity of obtained information about the measured object. To increase the accuracy of results, chosen parts of the monitored construction can be approximated by single geometric entities using regression. In this case the position of measured point is calculated from tens or hundreds of scanned points.</p<<p<This paper presents the possibility of deformation monitoring of engineering structures using the technology of TLS. For automated data processing was developed an application based on Matlab®, Displacement_TLS. The operation mode, the basic parts of this application and the calculation of displacements are described.</p< terrestrial laser scannig deformation monitoring Mathematical geography. Cartography Geodesy In Geoinformatics FCE CTU Czech Technical University in Prague, 2015 14(2015), 2, Seite 47-54 (DE-627)833643207 (DE-600)2832364-6 18022669 nnns volume:14 year:2015 number:2 pages:47-54 https://doi.org/10.14311/gi.14.2.5 kostenfrei https://doaj.org/article/2934bac56e1344bfa3b8ff1610e92030 kostenfrei https://ojs.cvut.cz/ojs/index.php/gi/article/view/3030 kostenfrei https://doaj.org/toc/1802-2669 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 14 2015 2 47-54
allfieldsSound	10.14311/gi.14.2.5 doi (DE-627)DOAJ059726075 (DE-599)DOAJ2934bac56e1344bfa3b8ff1610e92030 DE-627 ger DE-627 rakwb eng GA1-1776 QB275-343 Ján Erdélyi verfasserin aut Automated point clouds processing for deformation monitoring 2015 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier <p<The weather conditions and the operation load are causing changes in the spatial position and in the shape of engineering constructions, which affects their static and dynamic function and reliability. Because these facts, geodetic measurements are integral parts of engineering structures diagnosis.</p<<p<The advantage of terrestrial laser scanning (TLS) over conventional surveying methods is the efficiency of spatial data acquisition. TLS allows contactless determining the spatial coordinates of points lying on the surface on the measured object. The scan rate of current scanners (up to 1 million of points/s) allows significant reduction of time, necessary for the measurement; respectively increase the quantity of obtained information about the measured object. To increase the accuracy of results, chosen parts of the monitored construction can be approximated by single geometric entities using regression. In this case the position of measured point is calculated from tens or hundreds of scanned points.</p<<p<This paper presents the possibility of deformation monitoring of engineering structures using the technology of TLS. For automated data processing was developed an application based on Matlab®, Displacement_TLS. The operation mode, the basic parts of this application and the calculation of displacements are described.</p< terrestrial laser scannig deformation monitoring Mathematical geography. Cartography Geodesy In Geoinformatics FCE CTU Czech Technical University in Prague, 2015 14(2015), 2, Seite 47-54 (DE-627)833643207 (DE-600)2832364-6 18022669 nnns volume:14 year:2015 number:2 pages:47-54 https://doi.org/10.14311/gi.14.2.5 kostenfrei https://doaj.org/article/2934bac56e1344bfa3b8ff1610e92030 kostenfrei https://ojs.cvut.cz/ojs/index.php/gi/article/view/3030 kostenfrei https://doaj.org/toc/1802-2669 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 14 2015 2 47-54
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callnumber-first	G - Geography, Anthropology, Recreation
author	Ján Erdélyi
spellingShingle	Ján Erdélyi misc GA1-1776 misc QB275-343 misc terrestrial laser scannig misc deformation monitoring misc Mathematical geography. Cartography misc Geodesy Automated point clouds processing for deformation monitoring
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topic_title	GA1-1776 QB275-343 Automated point clouds processing for deformation monitoring terrestrial laser scannig deformation monitoring
topic	misc GA1-1776 misc QB275-343 misc terrestrial laser scannig misc deformation monitoring misc Mathematical geography. Cartography misc Geodesy
topic_unstemmed	misc GA1-1776 misc QB275-343 misc terrestrial laser scannig misc deformation monitoring misc Mathematical geography. Cartography misc Geodesy
topic_browse	misc GA1-1776 misc QB275-343 misc terrestrial laser scannig misc deformation monitoring misc Mathematical geography. Cartography misc Geodesy
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title	Automated point clouds processing for deformation monitoring
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title_sort	automated point clouds processing for deformation monitoring
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title_auth	Automated point clouds processing for deformation monitoring
abstract	<p<The weather conditions and the operation load are causing changes in the spatial position and in the shape of engineering constructions, which affects their static and dynamic function and reliability. Because these facts, geodetic measurements are integral parts of engineering structures diagnosis.</p<<p<The advantage of terrestrial laser scanning (TLS) over conventional surveying methods is the efficiency of spatial data acquisition. TLS allows contactless determining the spatial coordinates of points lying on the surface on the measured object. The scan rate of current scanners (up to 1 million of points/s) allows significant reduction of time, necessary for the measurement; respectively increase the quantity of obtained information about the measured object. To increase the accuracy of results, chosen parts of the monitored construction can be approximated by single geometric entities using regression. In this case the position of measured point is calculated from tens or hundreds of scanned points.</p<<p<This paper presents the possibility of deformation monitoring of engineering structures using the technology of TLS. For automated data processing was developed an application based on Matlab®, Displacement_TLS. The operation mode, the basic parts of this application and the calculation of displacements are described.</p<
abstractGer	<p<The weather conditions and the operation load are causing changes in the spatial position and in the shape of engineering constructions, which affects their static and dynamic function and reliability. Because these facts, geodetic measurements are integral parts of engineering structures diagnosis.</p<<p<The advantage of terrestrial laser scanning (TLS) over conventional surveying methods is the efficiency of spatial data acquisition. TLS allows contactless determining the spatial coordinates of points lying on the surface on the measured object. The scan rate of current scanners (up to 1 million of points/s) allows significant reduction of time, necessary for the measurement; respectively increase the quantity of obtained information about the measured object. To increase the accuracy of results, chosen parts of the monitored construction can be approximated by single geometric entities using regression. In this case the position of measured point is calculated from tens or hundreds of scanned points.</p<<p<This paper presents the possibility of deformation monitoring of engineering structures using the technology of TLS. For automated data processing was developed an application based on Matlab®, Displacement_TLS. The operation mode, the basic parts of this application and the calculation of displacements are described.</p<
abstract_unstemmed	<p<The weather conditions and the operation load are causing changes in the spatial position and in the shape of engineering constructions, which affects their static and dynamic function and reliability. Because these facts, geodetic measurements are integral parts of engineering structures diagnosis.</p<<p<The advantage of terrestrial laser scanning (TLS) over conventional surveying methods is the efficiency of spatial data acquisition. TLS allows contactless determining the spatial coordinates of points lying on the surface on the measured object. The scan rate of current scanners (up to 1 million of points/s) allows significant reduction of time, necessary for the measurement; respectively increase the quantity of obtained information about the measured object. To increase the accuracy of results, chosen parts of the monitored construction can be approximated by single geometric entities using regression. In this case the position of measured point is calculated from tens or hundreds of scanned points.</p<<p<This paper presents the possibility of deformation monitoring of engineering structures using the technology of TLS. For automated data processing was developed an application based on Matlab®, Displacement_TLS. The operation mode, the basic parts of this application and the calculation of displacements are described.</p<
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