A PRELIMINARY STUDY OF LOWER SIDE BEAM STRUCTURE ON LONGITUDINAL BRIDGE MODEL
This paper investigated the vibration level on lower side bridge structure model. A wood material is selected as a raw material of Model Bridge. The selection is based on the high strength, high quality and low cost. Laboratory test is conducted to measure the vibration level using Frequency Respons...
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my.utem.eprints.70382015-05-28T03:46:39Z http://eprints.utem.edu.my/id/eprint/7038/ A PRELIMINARY STUDY OF LOWER SIDE BEAM STRUCTURE ON LONGITUDINAL BRIDGE MODEL Salim, Mohd Azli Noordin, Aminurrashid Mansor, Muhd Ridzuan TJ Mechanical engineering and machinery This paper investigated the vibration level on lower side bridge structure model. A wood material is selected as a raw material of Model Bridge. The selection is based on the high strength, high quality and low cost. Laboratory test is conducted to measure the vibration level using Frequency Response Function (FRF). Then, the vibration level of lower side beam structure is determined. A maximum interface mobility and minimum phase angle was finding in this testing and it shown a losing damping value at the starting point of excitation. The mobility is very responsive at the anti resonance frequencies and acts as a dynamic absorber to reduce an impact. 2012-04 Conference or Workshop Item PeerReviewed application/pdf en http://eprints.utem.edu.my/id/eprint/7038/1/ICEI_-_2012_-_M.A.Salim.pdf Salim, Mohd Azli and Noordin, Aminurrashid and Mansor, Muhd Ridzuan (2012) A PRELIMINARY STUDY OF LOWER SIDE BEAM STRUCTURE ON LONGITUDINAL BRIDGE MODEL. In: 3rd International Conference on Engineering and ICT (ICEI2012), 2012, Mahkota Hotel, Melaka. |
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TJ Mechanical engineering and machinery Salim, Mohd Azli Noordin, Aminurrashid Mansor, Muhd Ridzuan A PRELIMINARY STUDY OF LOWER SIDE BEAM STRUCTURE ON LONGITUDINAL BRIDGE MODEL |
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This paper investigated the vibration level on lower side bridge structure model. A wood material is selected as a raw material of Model Bridge. The selection is based on the high strength, high quality and low cost. Laboratory test is conducted to measure the vibration level using Frequency Response Function (FRF). Then, the vibration level of lower side beam structure is determined. A maximum interface mobility and minimum phase angle was finding in this testing and it shown a losing damping value at the starting point of excitation. The mobility is very responsive at the anti resonance frequencies and acts as a dynamic absorber to reduce an impact. |
format |
Conference or Workshop Item |
author |
Salim, Mohd Azli Noordin, Aminurrashid Mansor, Muhd Ridzuan |
author_facet |
Salim, Mohd Azli Noordin, Aminurrashid Mansor, Muhd Ridzuan |
author_sort |
Salim, Mohd Azli |
title |
A PRELIMINARY STUDY OF LOWER SIDE BEAM STRUCTURE ON LONGITUDINAL BRIDGE MODEL |
title_short |
A PRELIMINARY STUDY OF LOWER SIDE BEAM STRUCTURE ON LONGITUDINAL BRIDGE MODEL |
title_full |
A PRELIMINARY STUDY OF LOWER SIDE BEAM STRUCTURE ON LONGITUDINAL BRIDGE MODEL |
title_fullStr |
A PRELIMINARY STUDY OF LOWER SIDE BEAM STRUCTURE ON LONGITUDINAL BRIDGE MODEL |
title_full_unstemmed |
A PRELIMINARY STUDY OF LOWER SIDE BEAM STRUCTURE ON LONGITUDINAL BRIDGE MODEL |
title_sort |
preliminary study of lower side beam structure on longitudinal bridge model |
publishDate |
2012 |
url |
http://eprints.utem.edu.my/id/eprint/7038/1/ICEI_-_2012_-_M.A.Salim.pdf http://eprints.utem.edu.my/id/eprint/7038/ |
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1665905340916432896 |
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13.211869 |