Analysis on GPS-RTK techniques for continuous stuctural monitoring

GPS Real Time Kinematics (RTK) can be categorized as one of the new positioning techniques in Malaysia. Unlike the conventional geodetic measurements, RTK has made the task of continuous structural monitoring becomes quicker and effective, without sacrificing much in terms of accuracy and reliabilit...

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Main Authors: Asyran, Muhammad, Setan, Halim, Mat Amin, Zulkarnaini
Format: Conference or Workshop Item
Language:English
Published: 2004
Subjects:
Online Access:http://eprints.utm.my/1361/1/analysis_on_gps-rtk.pdf
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author Asyran, Muhammad
Setan, Halim
Mat Amin, Zulkarnaini
author_facet Asyran, Muhammad
Setan, Halim
Mat Amin, Zulkarnaini
author_sort Asyran, Muhammad
collection ePrints
description GPS Real Time Kinematics (RTK) can be categorized as one of the new positioning techniques in Malaysia. Unlike the conventional geodetic measurements, RTK has made the task of continuous structural monitoring becomes quicker and effective, without sacrificing much in terms of accuracy and reliability. Continuous structural monitoring is important for safety assessment. This paper discusses the potential of using GPS RTK for continuous structural monitoring in Malaysia. For that purposes, GPS data was observed (at Penang Bridge) using Leica 500 GPS receiver at the rate of 1 Hz. The post processing strategy employs Fourier and Wavelet analysis, together with MATLAB® software, to analyze the bridge vibration and the movement trends. The results indicate the practicality of using GPS RTK for continuous structural monitoring.
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spelling utm.eprints-13612017-08-30T08:19:24Z http://eprints.utm.my/1361/ Analysis on GPS-RTK techniques for continuous stuctural monitoring Asyran, Muhammad Setan, Halim Mat Amin, Zulkarnaini TA Engineering (General). Civil engineering (General) GPS Real Time Kinematics (RTK) can be categorized as one of the new positioning techniques in Malaysia. Unlike the conventional geodetic measurements, RTK has made the task of continuous structural monitoring becomes quicker and effective, without sacrificing much in terms of accuracy and reliability. Continuous structural monitoring is important for safety assessment. This paper discusses the potential of using GPS RTK for continuous structural monitoring in Malaysia. For that purposes, GPS data was observed (at Penang Bridge) using Leica 500 GPS receiver at the rate of 1 Hz. The post processing strategy employs Fourier and Wavelet analysis, together with MATLAB® software, to analyze the bridge vibration and the movement trends. The results indicate the practicality of using GPS RTK for continuous structural monitoring. 2004-09 Conference or Workshop Item PeerReviewed application/pdf en http://eprints.utm.my/1361/1/analysis_on_gps-rtk.pdf Asyran, Muhammad and Setan, Halim and Mat Amin, Zulkarnaini (2004) Analysis on GPS-RTK techniques for continuous stuctural monitoring. In: International Symposium and Exhibition on Geoinformation (ISG) 2004, 21-23 Sept 2004, Kuala Lumpur, Malaysia.
spellingShingle TA Engineering (General). Civil engineering (General)
Asyran, Muhammad
Setan, Halim
Mat Amin, Zulkarnaini
Analysis on GPS-RTK techniques for continuous stuctural monitoring
title Analysis on GPS-RTK techniques for continuous stuctural monitoring
title_full Analysis on GPS-RTK techniques for continuous stuctural monitoring
title_fullStr Analysis on GPS-RTK techniques for continuous stuctural monitoring
title_full_unstemmed Analysis on GPS-RTK techniques for continuous stuctural monitoring
title_short Analysis on GPS-RTK techniques for continuous stuctural monitoring
title_sort analysis on gps rtk techniques for continuous stuctural monitoring
topic TA Engineering (General). Civil engineering (General)
url http://eprints.utm.my/1361/1/analysis_on_gps-rtk.pdf
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AT setanhalim analysisongpsrtktechniquesforcontinuousstucturalmonitoring
AT mataminzulkarnaini analysisongpsrtktechniquesforcontinuousstucturalmonitoring