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
Subjects:	TA1001 Transportation engineering (General) TA630 Structural engineering (General) TG Bridge engineering TJ Mechanical engineering and machinery
Online Access:	http://irep.iium.edu.my/73128/ http://irep.iium.edu.my/73128/ 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

id	iium-73128
recordtype	eprints
spelling	iium-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 E-ISSN 2249-8958 https://www.ijrte.org/wp-content/uploads/papers/v7i6s/F02140376S19.pdf
repository_type	Digital Repository
institution_category	Local University
institution	International Islamic University Malaysia
building	IIUM Repository
collection	Online Access
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/ http://irep.iium.edu.my/73128/ 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
first_indexed	2023-09-18T21:43:41Z
last_indexed	2023-09-18T21:43:41Z
_version_	1777413308478914560

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

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