Adopting dynamic transient response analysis for sensors positioning to monitor cable stayed bridge

Periodically, long span bridges require constant structural assessment and continuous monitoring. Recently, existed bridges and vehicles loading mechanism have influenced many studies to predicate the dynamic bridge response and monitor damage occurrence. The objective of present study is set t...

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Main Authors: Mohammed, Mohammed Idris, Sulaeman, Erwin, Musthapa, Faizal
Format: Article
Language:English
English
Published: Blue Eyes Intelligence Engineering & Sciences Publication 2019
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Online Access:http://irep.iium.edu.my/73128/7/73128%20Adopting%20dynamic%20transient%20response%20analysis.pdf
http://irep.iium.edu.my/73128/8/73128%20Adopting%20dynamic%20transient%20response%20analysis%20SCOPUS.pdf
http://irep.iium.edu.my/73128/
https://www.ijrte.org/wp-content/uploads/papers/v7i6s/F02140376S19.pdf
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Institution: Universiti Islam Antarabangsa Malaysia
Language: English
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spelling my.iium.irep.731282019-07-12T01:55:23Z http://irep.iium.edu.my/73128/ Adopting dynamic transient response analysis for sensors positioning to monitor cable stayed bridge Mohammed, Mohammed Idris Sulaeman, Erwin Musthapa, Faizal TA1001 Transportation engineering (General) TA630 Structural engineering (General) TG Bridge engineering TJ Mechanical engineering and machinery Periodically, long span bridges require constant structural assessment and continuous monitoring. Recently, existed bridges and vehicles loading mechanism have influenced many studies to predicate the dynamic bridge response and monitor damage occurrence. The objective of present study is set to monitor the Penang (I) Bridge using finite element model to verify the positioning of sensors. 3D model was developed to evaluate the modal parameter’s momentous attitude alteration of the bridge selected grid points and elements. Discussion is focused upon the output parameters such as displacements and stresses generated by vehicles weights. Three types of vehicles were chosen for the purpose of crossing the bridge. In conclusion, from the six lanes of the bridge, high displacements were obtained at the lane 6 (the most left or right side lane) due to vehicles loads at the grid points while maximal stresses were enhanced at lane 6 and 4 (either of the two middle lanes) of the chosen girder beam at bridge spans and cable elements of the infrastructure. Subsequently, sensors were positioned at the grid points in lane 6 and elements located at both lanes due to the mixed loading events Blue Eyes Intelligence Engineering & Sciences Publication 2019-03 Article PeerReviewed application/pdf en http://irep.iium.edu.my/73128/7/73128%20Adopting%20dynamic%20transient%20response%20analysis.pdf application/pdf en http://irep.iium.edu.my/73128/8/73128%20Adopting%20dynamic%20transient%20response%20analysis%20SCOPUS.pdf Mohammed, Mohammed Idris and Sulaeman, Erwin and Musthapa, Faizal (2019) Adopting dynamic transient response analysis for sensors positioning to monitor cable stayed bridge. International Journal of Recent Technology and Engineering, 7 (6S). pp. 54-60. ISSN 2277-3878 https://www.ijrte.org/wp-content/uploads/papers/v7i6s/F02140376S19.pdf
institution Universiti Islam Antarabangsa Malaysia
building IIUM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider International Islamic University Malaysia
content_source IIUM Repository (IREP)
url_provider http://irep.iium.edu.my/
language English
English
topic TA1001 Transportation engineering (General)
TA630 Structural engineering (General)
TG Bridge engineering
TJ Mechanical engineering and machinery
spellingShingle TA1001 Transportation engineering (General)
TA630 Structural engineering (General)
TG Bridge engineering
TJ Mechanical engineering and machinery
Mohammed, Mohammed Idris
Sulaeman, Erwin
Musthapa, Faizal
Adopting dynamic transient response analysis for sensors positioning to monitor cable stayed bridge
description Periodically, long span bridges require constant structural assessment and continuous monitoring. Recently, existed bridges and vehicles loading mechanism have influenced many studies to predicate the dynamic bridge response and monitor damage occurrence. The objective of present study is set to monitor the Penang (I) Bridge using finite element model to verify the positioning of sensors. 3D model was developed to evaluate the modal parameter’s momentous attitude alteration of the bridge selected grid points and elements. Discussion is focused upon the output parameters such as displacements and stresses generated by vehicles weights. Three types of vehicles were chosen for the purpose of crossing the bridge. In conclusion, from the six lanes of the bridge, high displacements were obtained at the lane 6 (the most left or right side lane) due to vehicles loads at the grid points while maximal stresses were enhanced at lane 6 and 4 (either of the two middle lanes) of the chosen girder beam at bridge spans and cable elements of the infrastructure. Subsequently, sensors were positioned at the grid points in lane 6 and elements located at both lanes due to the mixed loading events
format Article
author Mohammed, Mohammed Idris
Sulaeman, Erwin
Musthapa, Faizal
author_facet Mohammed, Mohammed Idris
Sulaeman, Erwin
Musthapa, Faizal
author_sort Mohammed, Mohammed Idris
title Adopting dynamic transient response analysis for sensors positioning to monitor cable stayed bridge
title_short Adopting dynamic transient response analysis for sensors positioning to monitor cable stayed bridge
title_full Adopting dynamic transient response analysis for sensors positioning to monitor cable stayed bridge
title_fullStr Adopting dynamic transient response analysis for sensors positioning to monitor cable stayed bridge
title_full_unstemmed Adopting dynamic transient response analysis for sensors positioning to monitor cable stayed bridge
title_sort adopting dynamic transient response analysis for sensors positioning to monitor cable stayed bridge
publisher Blue Eyes Intelligence Engineering & Sciences Publication
publishDate 2019
url http://irep.iium.edu.my/73128/7/73128%20Adopting%20dynamic%20transient%20response%20analysis.pdf
http://irep.iium.edu.my/73128/8/73128%20Adopting%20dynamic%20transient%20response%20analysis%20SCOPUS.pdf
http://irep.iium.edu.my/73128/
https://www.ijrte.org/wp-content/uploads/papers/v7i6s/F02140376S19.pdf
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