Dynamic response for structural health monitoring of the Penang (I) cable-stayed bridge

The paper discusses the dynamic response of the Penang (I) cable stayed bridge structure under various moving load representing typical traffic load of the bridge. The bridge has a total span of 440 m excluding the transition bridge that assumed to be not connected structurally to the main bridge st...

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Main Authors:	Mohammed, M. I., Sulaeman, Erwin, Mustapha, F.
Format:	Conference or Workshop Item
Language:	English English
Published:	Institute of Physics Publishing 2017
Subjects:	TA Engineering (General). Civil engineering (General) TA401 Materials of engineering and construction
Online Access:	http://irep.iium.edu.my/57263/ http://irep.iium.edu.my/57263/ http://irep.iium.edu.my/57263/ http://irep.iium.edu.my/57263/1/57263_Dynamic%20response%20for%20structural_complete_new.pdf http://irep.iium.edu.my/57263/2/57263_Dynamic%20response%20for%20structural_SCOPUS_new.pdf

id	iium-57263
recordtype	eprints
spelling	iium-572632017-06-14T00:26:57Z http://irep.iium.edu.my/57263/ Dynamic response for structural health monitoring of the Penang (I) cable-stayed bridge Mohammed, M. I. Sulaeman, Erwin Mustapha, F. TA Engineering (General). Civil engineering (General) TA401 Materials of engineering and construction The paper discusses the dynamic response of the Penang (I) cable stayed bridge structure under various moving load representing typical traffic load of the bridge. The bridge has a total span of 440 m excluding the transition bridge that assumed to be not connected structurally to the main bridge structure. The bridge that links the fast growing Pinang Island and the Malaysian Mainland Peninsula has been known to be fully utilized which leads to the construction of Penang (II) bridge and now the third one. Due to highly traffic use of the bridge that may lead to reduction of the bridge design life, the dynamic response of the bridge becomes important to predict critical part of the bridge structure elements including the main girder and the 144 stay cables. The present study reveals that, due to flexible nature of the cable stayed bridge, the moving load that interacts with the natural dynamic characteristics of the bridge, gives significant stress increment compare to proportional static load especially when the moving load is un-symmetric. For this reason, several classes of typical vehicle passing the bridge with various vehicle speeds are investigated to demonstrate their effect on the bridge displacement, internal forces and stresses. The results can be used for further fatigue assessment of the bridge. © Published under licence by IOP Publishing Ltd. Institute of Physics Publishing 2017-04-03 Conference or Workshop Item NonPeerReviewed application/pdf en http://irep.iium.edu.my/57263/1/57263_Dynamic%20response%20for%20structural_complete_new.pdf application/pdf en http://irep.iium.edu.my/57263/2/57263_Dynamic%20response%20for%20structural_SCOPUS_new.pdf Mohammed, M. I. and Sulaeman, Erwin and Mustapha, F. (2017) Dynamic response for structural health monitoring of the Penang (I) cable-stayed bridge. In: 3rd International Conference on Mechanical, Automotive and Aerospace Engineering, ICMAAE 2016, 25 – 27 July 2016, Kulliyyah of Engineering, IIUM, Gombak, Kuala Lumpur.. http://iopscience.iop.org/article/10.1088/1757-899X/184/1/012068/pdf 10.1088/1757-899X/184/1/012068
repository_type	Digital Repository
institution_category	Local University
institution	International Islamic University Malaysia
building	IIUM Repository
collection	Online Access
language	English English
topic	TA Engineering (General). Civil engineering (General) TA401 Materials of engineering and construction
spellingShingle	TA Engineering (General). Civil engineering (General) TA401 Materials of engineering and construction Mohammed, M. I. Sulaeman, Erwin Mustapha, F. Dynamic response for structural health monitoring of the Penang (I) cable-stayed bridge
description	The paper discusses the dynamic response of the Penang (I) cable stayed bridge structure under various moving load representing typical traffic load of the bridge. The bridge has a total span of 440 m excluding the transition bridge that assumed to be not connected structurally to the main bridge structure. The bridge that links the fast growing Pinang Island and the Malaysian Mainland Peninsula has been known to be fully utilized which leads to the construction of Penang (II) bridge and now the third one. Due to highly traffic use of the bridge that may lead to reduction of the bridge design life, the dynamic response of the bridge becomes important to predict critical part of the bridge structure elements including the main girder and the 144 stay cables. The present study reveals that, due to flexible nature of the cable stayed bridge, the moving load that interacts with the natural dynamic characteristics of the bridge, gives significant stress increment compare to proportional static load especially when the moving load is un-symmetric. For this reason, several classes of typical vehicle passing the bridge with various vehicle speeds are investigated to demonstrate their effect on the bridge displacement, internal forces and stresses. The results can be used for further fatigue assessment of the bridge. © Published under licence by IOP Publishing Ltd.
format	Conference or Workshop Item
author	Mohammed, M. I. Sulaeman, Erwin Mustapha, F.
author_facet	Mohammed, M. I. Sulaeman, Erwin Mustapha, F.
author_sort	Mohammed, M. I.
title	Dynamic response for structural health monitoring of the Penang (I) cable-stayed bridge
title_short	Dynamic response for structural health monitoring of the Penang (I) cable-stayed bridge
title_full	Dynamic response for structural health monitoring of the Penang (I) cable-stayed bridge
title_fullStr	Dynamic response for structural health monitoring of the Penang (I) cable-stayed bridge
title_full_unstemmed	Dynamic response for structural health monitoring of the Penang (I) cable-stayed bridge
title_sort	dynamic response for structural health monitoring of the penang (i) cable-stayed bridge
publisher	Institute of Physics Publishing
publishDate	2017
url	http://irep.iium.edu.my/57263/ http://irep.iium.edu.my/57263/ http://irep.iium.edu.my/57263/ http://irep.iium.edu.my/57263/1/57263_Dynamic%20response%20for%20structural_complete_new.pdf http://irep.iium.edu.my/57263/2/57263_Dynamic%20response%20for%20structural_SCOPUS_new.pdf
first_indexed	2023-09-18T21:20:55Z
last_indexed	2023-09-18T21:20:55Z
_version_	1777411875475030016

Dynamic response for structural health monitoring of the Penang (I) cable-stayed bridge

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