Structural health monitoring on medium rise reinforced concrete building using ambient vibration method

Monitoring of structural health from initial stage of building construction to its serviceability is an ideal practise to assess for any structural defects or damages. Structural integrity could be intruded by natural destruction or structural deterioration, and worse if without remedy action...

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Main Authors: Kamarudin, A. F., Mokhatar, S. N., Zainal Abidin, M. H., Daud, M. E., Rosli, M. S., Ibrahim, A., Ibrahim, Z., Md Noh, M. S.
Format: Conference or Workshop Item
Language:English
Published: 2018
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Online Access:http://eprints.uthm.edu.my/7075/1/P9108_99d5bd771854f1f28cfc60b2edd0c537.pdf
http://eprints.uthm.edu.my/7075/
https://doi.org/10.1088/1755-1315/140/1/012152
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spelling my.uthm.eprints.70752022-05-24T01:59:33Z http://eprints.uthm.edu.my/7075/ Structural health monitoring on medium rise reinforced concrete building using ambient vibration method Kamarudin, A. F. Mokhatar, S. N. Zainal Abidin, M. H. Daud, M. E. Rosli, M. S. Ibrahim, A. Ibrahim, Z. Md Noh, M. S. TH Building construction Monitoring of structural health from initial stage of building construction to its serviceability is an ideal practise to assess for any structural defects or damages. Structural integrity could be intruded by natural destruction or structural deterioration, and worse if without remedy action on monitoring, building re-assessment or maintenance is taken. In this study the application of ambient vibration (AV) testing is utilized to evaluate the health of eighth stories medium rise reinforced concrete building in Universiti Tun Hussein Onn Malaysia (UTHM), based comparison made between the predominant frequency, fo, determined in year 2012 and 2017. For determination of fo, popular method of Fourier Amplitude Spectra (FAS) was used to transform the ambient vibration time series by using 1 Hz tri-axial seismometer sensors and CitySharkII data recorder. From the results, it shows the first mode frequencies from FAS curves indicate at 2.04 Hz in 2012 and 1.97 Hz in 2017 with only 3.14% of frequency reduction. However, steady state frequencies shown at the second and third modes frequencies of 2.42 Hz and 3.31 Hz by both years. Two translation mode shapes were found at the first and second mode frequencies in the North-South (NS-parallel to building transverse axis) and East-West (EsW-parallel to building longitudinal axis) components, and the torsional mode shape shows as the third mode frequency in both years. No excessive deformation amplitude was found at any selective floors based on comparison made between three mode shapes produced, that could bring to potential feature of structural deterioration. Low percentages of natural frequency disparity within five years of duration interval shown by the first mode frequencies under ambient vibration technique was considered in good health state, according to previous researchers recommendation at acceptable percentages below 5 to 10% over the years. 2018 Conference or Workshop Item PeerReviewed text en http://eprints.uthm.edu.my/7075/1/P9108_99d5bd771854f1f28cfc60b2edd0c537.pdf Kamarudin, A. F. and Mokhatar, S. N. and Zainal Abidin, M. H. and Daud, M. E. and Rosli, M. S. and Ibrahim, A. and Ibrahim, Z. and Md Noh, M. S. (2018) Structural health monitoring on medium rise reinforced concrete building using ambient vibration method. In: IConCEES 2017, 4 - 5 December 2017, Langkawi, Malaysia. https://doi.org/10.1088/1755-1315/140/1/012152
institution Universiti Tun Hussein Onn Malaysia
building UTHM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tun Hussein Onn Malaysia
content_source UTHM Institutional Repository
url_provider http://eprints.uthm.edu.my/
language English
topic TH Building construction
spellingShingle TH Building construction
Kamarudin, A. F.
Mokhatar, S. N.
Zainal Abidin, M. H.
Daud, M. E.
Rosli, M. S.
Ibrahim, A.
Ibrahim, Z.
Md Noh, M. S.
Structural health monitoring on medium rise reinforced concrete building using ambient vibration method
description Monitoring of structural health from initial stage of building construction to its serviceability is an ideal practise to assess for any structural defects or damages. Structural integrity could be intruded by natural destruction or structural deterioration, and worse if without remedy action on monitoring, building re-assessment or maintenance is taken. In this study the application of ambient vibration (AV) testing is utilized to evaluate the health of eighth stories medium rise reinforced concrete building in Universiti Tun Hussein Onn Malaysia (UTHM), based comparison made between the predominant frequency, fo, determined in year 2012 and 2017. For determination of fo, popular method of Fourier Amplitude Spectra (FAS) was used to transform the ambient vibration time series by using 1 Hz tri-axial seismometer sensors and CitySharkII data recorder. From the results, it shows the first mode frequencies from FAS curves indicate at 2.04 Hz in 2012 and 1.97 Hz in 2017 with only 3.14% of frequency reduction. However, steady state frequencies shown at the second and third modes frequencies of 2.42 Hz and 3.31 Hz by both years. Two translation mode shapes were found at the first and second mode frequencies in the North-South (NS-parallel to building transverse axis) and East-West (EsW-parallel to building longitudinal axis) components, and the torsional mode shape shows as the third mode frequency in both years. No excessive deformation amplitude was found at any selective floors based on comparison made between three mode shapes produced, that could bring to potential feature of structural deterioration. Low percentages of natural frequency disparity within five years of duration interval shown by the first mode frequencies under ambient vibration technique was considered in good health state, according to previous researchers recommendation at acceptable percentages below 5 to 10% over the years.
format Conference or Workshop Item
author Kamarudin, A. F.
Mokhatar, S. N.
Zainal Abidin, M. H.
Daud, M. E.
Rosli, M. S.
Ibrahim, A.
Ibrahim, Z.
Md Noh, M. S.
author_facet Kamarudin, A. F.
Mokhatar, S. N.
Zainal Abidin, M. H.
Daud, M. E.
Rosli, M. S.
Ibrahim, A.
Ibrahim, Z.
Md Noh, M. S.
author_sort Kamarudin, A. F.
title Structural health monitoring on medium rise reinforced concrete building using ambient vibration method
title_short Structural health monitoring on medium rise reinforced concrete building using ambient vibration method
title_full Structural health monitoring on medium rise reinforced concrete building using ambient vibration method
title_fullStr Structural health monitoring on medium rise reinforced concrete building using ambient vibration method
title_full_unstemmed Structural health monitoring on medium rise reinforced concrete building using ambient vibration method
title_sort structural health monitoring on medium rise reinforced concrete building using ambient vibration method
publishDate 2018
url http://eprints.uthm.edu.my/7075/1/P9108_99d5bd771854f1f28cfc60b2edd0c537.pdf
http://eprints.uthm.edu.my/7075/
https://doi.org/10.1088/1755-1315/140/1/012152
_version_ 1738581572899045376
score 13.211869