博碩士論文 93322017 完整後設資料紀錄

DC 欄位 語言
DC.contributor土木工程學系zh_TW
DC.creator江哲豪zh_TW
DC.creatorChe-Hao Chiangen_US
dc.date.accessioned2006-7-20T07:39:07Z
dc.date.available2006-7-20T07:39:07Z
dc.date.issued2006
dc.identifier.urihttp://ir.lib.ncu.edu.tw:444/thesis/view_etd.asp?URN=93322017
dc.contributor.department土木工程學系zh_TW
DC.description國立中央大學zh_TW
DC.descriptionNational Central Universityen_US
dc.description.abstract在結構狀態評估的領域中,模態參數識別為一個很重要的課題。有鑒於土木結構之輸入反應不易得到,本論文探討頻率域分解法(Frequency Domain Decomposition, FDD)這個僅需要輸出反應之模態參數識別方法在土木結構狀態評估應用之可行性。藉由此直觀快速之方法,可依奇異值之峰值挑選來得到模態參數得到自然頻率、計算模態振形。文中以鋁梁實驗結合SAP 2000有限元素法,驗證頻率域分解法在以衝擊力進行結構模態分析之可行性。進一步計算得到結構柔度;引入橋梁狀態指標(Bridge Girder Condition Indicator, BGCI)的觀念,得到各模態之貢獻度(Modal Contribution Coefficient)。最後,將此方法應用在現地檢測中,求取橋梁之模態參數。zh_TW
dc.description.abstractIn the area of structures condition evaluation, modal parameter identification technique is very important task. However, it is difficult to measure the input loading data in the application of civil infrastructures. In the thesis, the Frequency Domain Decomposition (FDD) technique is applied to conduct the modal identification of output-only systems in the condition evaluation of civil structure. Using this visual and user friendly technique, we can find nature frequencies and mode shapes by simply picking the peak of singular value sketch. From the tests and numerical simulations on an aluminum beam, it shows that the FDD technique can also be applied to the structure system using impact force as the input loading. To establish a complete process of the system identification, the structural flexibility is calculated and the concept of Bridge Girder Condition Indicator is adopted to find the Modal Contribution Coefficient of different mode number. The capability of the techniques developed in this research to find the modal parameters of true structures was validated in field tests.en_US
DC.subject環境微振zh_TW
DC.subject結構柔度zh_TW
DC.subject損傷zh_TW
DC.subject模態參數zh_TW
DC.subject奇異值分解zh_TW
DC.subject頻率域分析zh_TW
DC.subjectSingular Value Decompositionen_US
DC.subjectModal Parametersen_US
DC.subjectDamageen_US
DC.subjectStructural Flexibilityen_US
DC.subjectAmbient Vibrationen_US
DC.subjectFrequency Domain Analysisen_US
DC.title頻率域分解方法在結構模態參數分析之應用zh_TW
dc.language.isozh-TWzh-TW
DC.titleStructural Modal Parameters Identification by the Frequency Domain Decomposition Techniqueen_US
DC.type博碩士論文zh_TW
DC.typethesisen_US
DC.publisherNational Central Universityen_US

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