Tall structures deformation monitoring using RTK-GPS (Case study: Menara Sarawak Enterprise, Johore)

The need for deformation surveys of large engineering structures (bridges, dams, tall structures, etc) often arises from concerns associated with environmental protection, property damage and public safety. For example, since there are many high buildings than in the past, it is therefore very impor...

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Main Authors: W. A., Wan Aziz, Shu, K. K., Bayrak, T.
Format: Conference or Workshop Item
Language:English
Published: 2005
Subjects:
Online Access:http://eprints.utm.my/1374/
http://eprints.utm.my/1374/1/PAPER114WanAzizShuKK.pdf
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author W. A., Wan Aziz
Shu, K. K.
Bayrak, T.
author_facet W. A., Wan Aziz
Shu, K. K.
Bayrak, T.
author_sort W. A., Wan Aziz
building UTeM Institutional Repository
collection Online Access
description The need for deformation surveys of large engineering structures (bridges, dams, tall structures, etc) often arises from concerns associated with environmental protection, property damage and public safety. For example, since there are many high buildings than in the past, it is therefore very important to monitor the buildings to ensure they are still under stable behaviour. The stability condition of high buildings can be achieved only through proper monitoring and deformation analysis. Conceptually, in order to sustain the engineering structures in safe condition, some deformation monitoring systems should be set up so that we can assess structural changes that may occur over the time. The geodetic sensors systems such as accelerometers, inclinometers, strain gauges, close-range-photogrammetry, precise levellings and total stations are familiar tools/methods to many professionals (e.g. engineers, surveyors) involved with structural monitoring. Recently, the Global Positioning System (GPS) has emerged as sensor for many deformation applications. The use of GPS for deformation studies has evolved rapidly especially Real Time Kinematic (RTK). This technique has been considered as a cost-effective tool to monitor safety and performance of engineering structures, including high buildings and to obtain high productivity in terms of accuracy and reliability. This paper highlights the concept and methodology of the RTK-GPS and its potential application for high building monitoring surveys. The experiments have been carried out on a high building, Menara Sarawak, Johore Malaysia. Some preliminary results is presented and discussed.
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format Conference or Workshop Item
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institution Universiti Teknologi Malaysia
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language English
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publishDate 2005
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spelling utm-13742017-08-28T03:19:30Z http://eprints.utm.my/1374/ Tall structures deformation monitoring using RTK-GPS (Case study: Menara Sarawak Enterprise, Johore) W. A., Wan Aziz Shu, K. K. Bayrak, T. TA Engineering (General). Civil engineering (General) The need for deformation surveys of large engineering structures (bridges, dams, tall structures, etc) often arises from concerns associated with environmental protection, property damage and public safety. For example, since there are many high buildings than in the past, it is therefore very important to monitor the buildings to ensure they are still under stable behaviour. The stability condition of high buildings can be achieved only through proper monitoring and deformation analysis. Conceptually, in order to sustain the engineering structures in safe condition, some deformation monitoring systems should be set up so that we can assess structural changes that may occur over the time. The geodetic sensors systems such as accelerometers, inclinometers, strain gauges, close-range-photogrammetry, precise levellings and total stations are familiar tools/methods to many professionals (e.g. engineers, surveyors) involved with structural monitoring. Recently, the Global Positioning System (GPS) has emerged as sensor for many deformation applications. The use of GPS for deformation studies has evolved rapidly especially Real Time Kinematic (RTK). This technique has been considered as a cost-effective tool to monitor safety and performance of engineering structures, including high buildings and to obtain high productivity in terms of accuracy and reliability. This paper highlights the concept and methodology of the RTK-GPS and its potential application for high building monitoring surveys. The experiments have been carried out on a high building, Menara Sarawak, Johore Malaysia. Some preliminary results is presented and discussed. 2005-09 Conference or Workshop Item PeerReviewed application/pdf en http://eprints.utm.my/1374/1/PAPER114WanAzizShuKK.pdf W. A., Wan Aziz and Shu, K. K. and Bayrak, T. (2005) Tall structures deformation monitoring using RTK-GPS (Case study: Menara Sarawak Enterprise, Johore). In: International Symposium & Exhibition on Geoinformation 2005 Geospatial Solutions for Managing the Borderless World,, 27 - 29 September 2005, Pulau Pinang. http://www.civil.eng.usm.my/isg2005/home.shtml
spellingShingle TA Engineering (General). Civil engineering (General)
W. A., Wan Aziz
Shu, K. K.
Bayrak, T.
Tall structures deformation monitoring using RTK-GPS (Case study: Menara Sarawak Enterprise, Johore)
title Tall structures deformation monitoring using RTK-GPS (Case study: Menara Sarawak Enterprise, Johore)
title_full Tall structures deformation monitoring using RTK-GPS (Case study: Menara Sarawak Enterprise, Johore)
title_fullStr Tall structures deformation monitoring using RTK-GPS (Case study: Menara Sarawak Enterprise, Johore)
title_full_unstemmed Tall structures deformation monitoring using RTK-GPS (Case study: Menara Sarawak Enterprise, Johore)
title_short Tall structures deformation monitoring using RTK-GPS (Case study: Menara Sarawak Enterprise, Johore)
title_sort tall structures deformation monitoring using rtk-gps (case study: menara sarawak enterprise, johore)
topic TA Engineering (General). Civil engineering (General)
url http://eprints.utm.my/1374/
http://eprints.utm.my/1374/
http://eprints.utm.my/1374/1/PAPER114WanAzizShuKK.pdf