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| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 羅俊雄 | |
| dc.contributor.author | Yen-Chun Chen | en |
| dc.contributor.author | 陳彥均 | zh_TW |
| dc.date.accessioned | 2021-06-13T03:52:46Z | - |
| dc.date.available | 2006-07-31 | |
| dc.date.copyright | 2006-07-31 | |
| dc.date.issued | 2006 | |
| dc.date.submitted | 2006-07-25 | |
| dc.identifier.citation | 參考文獻
Anil K. Chopra(2001). “ Dynamics of Structures,' Prentice Hall Published. Albert Benveniste et al.(1985) “Single Sample Modal Identification of a Nonstationary Stochastic Process,'IEEE Transaction on Automatic Control VOL. AC-30, NO.1,JANUARY. Albert Benveniste and J.-J. Fuchs (1985)“ Single sample modal identification of a nonstationary stochastic process, ' IEEE Transaction on Automatic Control AC-30, 66~74. Bart Peeters and Guido De Roeck. (1999)“Reference-based stochastic subspace identification for outpuy-only model analysis,' Mechanical Systems and Signal Processing 13(6) , 855-878. Bart Peeters and Guido De Roeck. (1999) “Reference based stochastic sunspace identification in civil engineering, ' Inverse Problems in Engineering Vol.00, pp1-28. Bart De Moor, Member. (1993) “The Singular Value Decomposition and Long and Short Space of Noisy Matrices, ' IEEE Transactions on signal processing Vol.41 NO.9 September. pp:2826~2838. Brad A. Pridham and John C. Wilson. (2004) “Identification of based-excited structures using output-only parameter estimation.,' Earthquake Engineering and Structural Dynamics 33 :133-155. Chin-Hsiung Loh et al.(2006) “Model Identification of a Cable-Stay Bridge using Wireless Output-Only Monitoring Systems, ' J. Engineering Structures, April 26. Chia-Ming Chang and Chin-Hsiung Loh.(2005) “Seismic Response Control of Cable-Stayed Bridge Using Different Control Strategies, ' J. of Earthquake Engineering, April 20. Eugenio Gutiérrez and Jose Manuel Zaldivar.(2000) “The 45 application of Karhunen-Loéve, or principal omponent analysis method, to study the non-linear seismic response of structures, ' Earthquake Engineering and Structural Dynamics. 29 : 1261-1286. Felber, A. J. (1993). “Development of a hybrid bridge evaluation system, ' Ph.D. Thesis,University of British Columbia, Vancouver, Canada Hirotugu Akaike. (1974) “Stochastic Theory of Minimal Realization,' IEEE Transactions on Automatic control, Vol.ac~19,NO.6 December pp: 667~674. I.Y. Tumer et al(1999) “Monitoring of Signals from Manufacturing Processes using the Karhunen-Loève Transform, 'Mechanical Systems and Signal Processing, Vol.13 pp593~607. Jin-Hak Yi and Chung-Bang Yun (2004) “Comparative study on 46 modal identification methods using output-only information,' Structure Engineering and Mechanics Vol. 17. No. 3-4 445-466. Kung-Chun Lu et al.( 2006) “Ambient Vibration Study of Gi-Ku Cable-Stay Bridge: Application of Wireless Sensing Units, ' Proc. International Society for Optical Engineering (SPIE) 6174,61741D. L. Hermans and H. Vander Auweraer. (1999) “Modal Testing and analysis of structures under operational conditions: Industrial Applications, ' Mechanical Systems and Signal Processing 13(2), 193-216. Maeck, J. and De Roeck, G. (1999) “Detection of damage in civil engineering structures by direct stiffness derivation ,' Proceedings of the 4th European Conference on Structural Dynamics: Eurodyn '99, Prague, Czech Republic, pp. 485~490, Michèle Basseville et. Al. (2001) “Output-only Subspace-Based 47 structural Identification: From Theory to Industrial Testing Practice,' Journal of Dynamic Systems, Measurement, and Control Vol.123 December . Maria Gabriela Eberle and Maria Cristina Maciel (2003) “Finding the closest Toeplitz matrix, ' Computational and Applied Mathematics Vol. 22, N.1, pp:1-18 P.Van Oversch and B. De Moor (1996) “Subspace Identification for Linear Systems : Theory-Implementation Applications, ' Applications. Dordrecht, Nrther lands: Kluwer Academic Publishers. P.F.J.Lermusiaux and A. R. Robinson (1999) “Data Assimilation via Error Subspace Statistical Estimation,' Monthly Weather Review, Vol 127 pp:1385~1407 P. Guillaume, L. Hermans and H. Van Der Auweraer (1999) “Maximum likelihood identification of modal parameters from 48 operational data, ' Proceedings of IMAC 17,Kissimmee, FL,USA, pp. 1887~1893. Tzu-Hsiu Wu & Chin-Hsiung Loh. (2006)“Analysis of Structural Ambient vibration Data, ' The 8th International Conference on Motion and Vibration Control. Wei-Xin Ren and Zhou-Hong Zong. (2004) “Output-only modal parameter identification of civil engineering structures, ' Structural Engineering and Mechanics, Vol.17, No.3-4. Will Gersch et al.(1974).“Least squares Estimates of Structural System Parameters Using Covariance Function Data, ' IEEE Transaction on automatic control, Vol.AC~19 No.6 December pp: 898~903 Will Gersch et al. (1970). “Estimation of the Auto regressive Parameter of a Mixed Autoregressive Moving-Average Time Series, ' IEEE Transaction on automatic control, October. pp: 49 583~588. Zhou-Hong Zong et al. (2005). “Dynamic of analysis of a half-through concrete-filled steel tubular arch bridge , ' Engineering Structure 27 3-15. 辜琪媜(2005) “利用小波轉換技術於結構振動訊號之解析,'國立 台灣大學土木工程研究所碩士論文,六月 | |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/32494 | - |
| dc.description.abstract | 對於系統識別處理來說，輸入資料的量測是十分困難，有太多的
環境因素包括在裡面，所以只用輸出資料來進行系統是別的量測，已 經成為取代的方法。此篇論文中，提出了幾種輸出資料識別的方法， 並且進一步做下列的分析：考慮輸出量測之結構動態特性識別。 為了進行結構物系統識別，提出KL (Karhunen-Loéve ) 、 SSI (Stochastic Subspace Identification)、FDD 識別結構物的振態， 進一步分析兩種方法的異同；對於結構物的頻率和組尼比，分別由 general method 、half-power method 、AR modal method 、two least-squares ARMA modal method， 四種不同的方法識別，並進一 步做頻率與阻尼比的統計分析。 針對集鹿橋做三種案例，可以分別了解此結構物在橫向、縱向 的動態特性情形，並考慮橋面板與鋼索耦合的情形。 | zh_TW |
| dc.description.abstract | It is difficult to measure the input for system identification and this is
because there are many factors of .environment. So the output-only is becoming important for the future. In this thesis, address several output-only methods and then analysis identification of Structural Dynamic Characteristics Using Output-only Measurement. In order to identify the structure system, address two methods, KL (Karhunen-Loéve ) and SSI (Stochastic Subspace Identification), to identify the mode and then compare two methods. For the modal frequency and damping ratio of the structure, there are four methods, general method 、half-power method 、AR modal method 、two least-squares ARMA modal method, to identify separately and then compile statistics the measured data. In connection with Gi-Lu bridge, we can understand the dynamic characteristic of longitudinal、transverse and vertical directions and consider the couple effect of the deck and cable. | en |
| dc.description.provenance | Made available in DSpace on 2021-06-13T03:52:46Z (GMT). No. of bitstreams: 1 ntu-95-R93521216-1.pdf: 12831763 bytes, checksum: 3f725cddc85c7679f9fdd60b45c6261c (MD5) Previous issue date: 2006 | en |
| dc.description.tableofcontents | 目 錄
第一章 導論 1 1.1 研究動機 1 1.2 文獻回顧 2 1.3 研究目的與範圍 5 第二章 量測輸出的系統識別理論背景 7 2.1 Karhunen-Loéve (KL) 法 7 2.2 隨機空間識別方法(SSI) 8 2.2.1 隨機狀態空間模型 9 2.2.2 隨機空間資料式識別方法(SSI-DATA) 10 2.2.3 隨機空間相關式識別方法(SSI-COV) 15 2.2.4 資料式與相關式的比較 16 2.3 頻率域分析(FDD) 17 2.4 估算阻尼比的方法 17 2.4.1 傳統方法 17 2.4.2 半能量法 19 2.4.3 AR 模式 20 2.4.4 ARMA 模式 21 2.4.5 四種方法的討論 24 第三章 集鹿橋研究試驗 27 3.1 集鹿橋簡介 27 3.2 現場實驗量測 28 3.3 振態識別：不同方法的比較 29 3.4 阻尼比識別 32 3.5 識別結果的討論 34 第四章 結論 40 參考文獻 43 附表 50 附圖 54 附錄一 96 | |
| dc.language.iso | zh-TW | |
| dc.subject | 輸出量測 | zh_TW |
| dc.subject | 系統識別 | zh_TW |
| dc.subject | ID | en |
| dc.subject | output-only | en |
| dc.title | 考慮輸出量測之結構動態特性識別 | zh_TW |
| dc.title | Identification of Structural
Dynamic Characteristics Using Output-only Measurement | en |
| dc.type | Thesis | |
| dc.date.schoolyear | 94-2 | |
| dc.description.degree | 碩士 | |
| dc.contributor.oralexamcommittee | 張國鎮,呂良正 | |
| dc.subject.keyword | 輸出量測,系統識別, | zh_TW |
| dc.subject.keyword | output-only,ID, | en |
| dc.relation.page | 97 | |
| dc.rights.note | 有償授權 | |
| dc.date.accepted | 2006-07-26 | |
| dc.contributor.author-college | 工學院 | zh_TW |
| dc.contributor.author-dept | 土木工程學研究所 | zh_TW |
| 顯示於系所單位： | 土木工程學系 | |
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