Analysis of Bridge Vibrations Using Digital Image Correlations and Finite Element Methods
碩士 === 朝陽科技大學 === 營建工程系碩士班 === 100 === Deteriorated bridges managed by the local authorities often lack sufficient resources for sophisticated long-term maintenance and monitoring programs. There is a great demand of low-cost and efficient monitoring techniques suitable for bridge management. Previo...
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ndltd-TW-100CYUT55120022016-04-04T04:17:08Z http://ndltd.ncl.edu.tw/handle/48902455937041025717 Analysis of Bridge Vibrations Using Digital Image Correlations and Finite Element Methods 以光學影像法與有限元素法分析橋梁的振動特性 Yi-Wen Chen 陳益文 碩士 朝陽科技大學 營建工程系碩士班 100 Deteriorated bridges managed by the local authorities often lack sufficient resources for sophisticated long-term maintenance and monitoring programs. There is a great demand of low-cost and efficient monitoring techniques suitable for bridge management. Previous study has indicated that images recorded using consumer digital cameras and processed by digital image correlation methods (DICM) has the potential to fulfill such a need. Current research applies DICM to obtain the displacement data that can be further analyzed using frequency domain decomposition, or FDD. Two bridges with light traffic conditions have been investigated. The measured displacement data are in reasonable agreement with the simulated data using SAP2000. Modal analysis and FDD are also performed using the numerical model for the two bridges. The modal frequencies and damping ratio values are also obtained based on the field experiments but require further verifications with the numerical simulation. Chih-Hung Chiang 江支弘 2011 學位論文 ; thesis 82 zh-TW |
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碩士 === 朝陽科技大學 === 營建工程系碩士班 === 100 === Deteriorated bridges managed by the local authorities often lack sufficient resources for sophisticated long-term maintenance and monitoring programs.
There is a great demand of low-cost and efficient monitoring techniques suitable for bridge management. Previous study has indicated that images recorded using consumer digital cameras and processed by digital image correlation methods
(DICM) has the potential to fulfill such a need. Current research applies DICM to obtain the displacement data that can be further analyzed using frequency domain decomposition, or FDD. Two bridges with light traffic conditions have been investigated. The measured displacement data are in reasonable agreement with the simulated data using SAP2000. Modal analysis and FDD are also performed using the numerical model for the two bridges. The modal frequencies and damping ratio values are also obtained based on the field experiments but require further verifications with the numerical simulation.
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Chih-Hung Chiang |
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Chih-Hung Chiang Yi-Wen Chen 陳益文 |
author |
Yi-Wen Chen 陳益文 |
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Yi-Wen Chen 陳益文 Analysis of Bridge Vibrations Using Digital Image Correlations and Finite Element Methods |
author_sort |
Yi-Wen Chen |
title |
Analysis of Bridge Vibrations Using Digital Image Correlations and Finite Element Methods |
title_short |
Analysis of Bridge Vibrations Using Digital Image Correlations and Finite Element Methods |
title_full |
Analysis of Bridge Vibrations Using Digital Image Correlations and Finite Element Methods |
title_fullStr |
Analysis of Bridge Vibrations Using Digital Image Correlations and Finite Element Methods |
title_full_unstemmed |
Analysis of Bridge Vibrations Using Digital Image Correlations and Finite Element Methods |
title_sort |
analysis of bridge vibrations using digital image correlations and finite element methods |
publishDate |
2011 |
url |
http://ndltd.ncl.edu.tw/handle/48902455937041025717 |
work_keys_str_mv |
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