The utilization of RTK-GPS for real-time structural health detection

As safety precautions, the need for rapid assessment of the state of large engineering structure after extreme events such as earthquake, tsunami, typhoon or related wind effects is highly demanded. Compared to other often used practices such as acceleration integration method, laser distance gauge...

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Main Authors: Nordin, Zuhaidah, Yahya, Mohd. Hafiz, Wan Mohd. Akib, Wan Aziz, Mat Amin, Zulkarnaini
Format: Conference or Workshop Item
Language:English
Published: 2008
Subjects:
Online Access:http://eprints.utm.my/id/eprint/7711/1/ICCE2008-_2.pdf
http://eprints.utm.my/id/eprint/7711/
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spelling my.utm.77112017-09-10T05:04:22Z http://eprints.utm.my/id/eprint/7711/ The utilization of RTK-GPS for real-time structural health detection Nordin, Zuhaidah Yahya, Mohd. Hafiz Wan Mohd. Akib, Wan Aziz Mat Amin, Zulkarnaini T Technology (General) TA Engineering (General). Civil engineering (General) As safety precautions, the need for rapid assessment of the state of large engineering structure after extreme events such as earthquake, tsunami, typhoon or related wind effects is highly demanded. Compared to other often used practices such as acceleration integration method, laser distance gauge method and total station method, it is noted that GPS through static surveying technique is capable of providing 0.05 Hz of sampling frequency with location precision of 5~10 mm. Apparently, with the advent of Real-Time Kinematic (RTK-GPS) technique, deformations of various structures such as dams, wide span bridges, highways and high rise buildings can be monitored in real-time mode with 3D positioning accuracy of 10 mm ± 1 to 2 ppm (horizontally) and 15-20 mm ± 2 ppm (vertically). This paper therefore leads to a better understanding on RTK-GPS through simulation test made on a bridge in Universiti Teknologi Malaysia (UTM) campus. For the purpose of real-time structural health detection, well-calibrated GPS Trimble™ 4800 dual-frequency receivers and Pacific Crest™ radio modems were used in this study. By applying static survey mode to determine true coordinates in which will be used latter as “reference�, the test was then conducted in real-time using RTK-GPS mode. It is noted that GPS through the utilization of RTK-GPS is potentially capable of being deployed as an effective tool in structural health detection. 2008 Conference or Workshop Item PeerReviewed application/pdf en http://eprints.utm.my/id/eprint/7711/1/ICCE2008-_2.pdf Nordin, Zuhaidah and Yahya, Mohd. Hafiz and Wan Mohd. Akib, Wan Aziz and Mat Amin, Zulkarnaini (2008) The utilization of RTK-GPS for real-time structural health detection. In: International Conference on Civil Engineering (ICCE 2008), 12-14 May 2008, Hyatt Regency Hotel, Kuantan, Pahang, Malaysia.
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
language English
topic T Technology (General)
TA Engineering (General). Civil engineering (General)
spellingShingle T Technology (General)
TA Engineering (General). Civil engineering (General)
Nordin, Zuhaidah
Yahya, Mohd. Hafiz
Wan Mohd. Akib, Wan Aziz
Mat Amin, Zulkarnaini
The utilization of RTK-GPS for real-time structural health detection
description As safety precautions, the need for rapid assessment of the state of large engineering structure after extreme events such as earthquake, tsunami, typhoon or related wind effects is highly demanded. Compared to other often used practices such as acceleration integration method, laser distance gauge method and total station method, it is noted that GPS through static surveying technique is capable of providing 0.05 Hz of sampling frequency with location precision of 5~10 mm. Apparently, with the advent of Real-Time Kinematic (RTK-GPS) technique, deformations of various structures such as dams, wide span bridges, highways and high rise buildings can be monitored in real-time mode with 3D positioning accuracy of 10 mm ± 1 to 2 ppm (horizontally) and 15-20 mm ± 2 ppm (vertically). This paper therefore leads to a better understanding on RTK-GPS through simulation test made on a bridge in Universiti Teknologi Malaysia (UTM) campus. For the purpose of real-time structural health detection, well-calibrated GPS Trimble™ 4800 dual-frequency receivers and Pacific Crest™ radio modems were used in this study. By applying static survey mode to determine true coordinates in which will be used latter as “reference�, the test was then conducted in real-time using RTK-GPS mode. It is noted that GPS through the utilization of RTK-GPS is potentially capable of being deployed as an effective tool in structural health detection.
format Conference or Workshop Item
author Nordin, Zuhaidah
Yahya, Mohd. Hafiz
Wan Mohd. Akib, Wan Aziz
Mat Amin, Zulkarnaini
author_facet Nordin, Zuhaidah
Yahya, Mohd. Hafiz
Wan Mohd. Akib, Wan Aziz
Mat Amin, Zulkarnaini
author_sort Nordin, Zuhaidah
title The utilization of RTK-GPS for real-time structural health detection
title_short The utilization of RTK-GPS for real-time structural health detection
title_full The utilization of RTK-GPS for real-time structural health detection
title_fullStr The utilization of RTK-GPS for real-time structural health detection
title_full_unstemmed The utilization of RTK-GPS for real-time structural health detection
title_sort utilization of rtk-gps for real-time structural health detection
publishDate 2008
url http://eprints.utm.my/id/eprint/7711/1/ICCE2008-_2.pdf
http://eprints.utm.my/id/eprint/7711/
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score 13.211869