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- KAMAL Ahmed
- Department of Civil Engineering, Nagoya Univ.
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- RABEI Mohammed
- Department of Civil Engineering, Cairo University
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- El-ATTAR Adel
- Department of Civil Engineering, Cairo University
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- KUNIEDA Minoru
- Department of Civil Engineering, Nagoya Univ.
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- NAKAMURA Hikaru
- Department of Civil Engineering, Nagoya Univ.
Bibliographic Information
- Other Title
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- アスワン斜張橋の振動試験
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Abstract
The vibration test, which is an estimation of the modal parameter of a bridge on the basis of measuring the vibration of the bridge, was carried on the Aswan Cable Stayed Bridge in south of Egypt. The test was performed using a 300kN truck traffic load. Eleven positions were used to monitor the bridge response. 3D model was performed for the bridge using finite element program. Fundamental frequencies and mode shapes obtained from the finite element model were compared to the experimentally obtained ones and were found in good agreement for the first modes of vibration. It seem that the obtained data is useful for monitoring based maintenance scheme.
Journal
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- Journal of applied mechanics
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Journal of applied mechanics 9 85-93, 2006
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390001205205961088
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- NII Article ID
- 130004258383
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- NII Book ID
- AA11311063
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- ISSN
- 1884832X
- 13459139
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- NDL BIB ID
- 8676251
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- Text Lang
- en
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed