參考文獻 |
[1] Irvine, H. Max, Cable Structures, The MIT Press, 1981.
[2] Geradin, Michel, Daniel J. Rixen, Mechanical Vibrations: Theory and Application to Structural Dynamics, John Wiley & Sons, 2013.
[3] 中國土木水利工程學會, “第五章:纜索,” 於 橋梁檢測基本理論 , 科技圖書股份有限公司, 2013, pp. 1-7.
[4] 中國土木水利工程學會, “第四章:纜索預力,” 於 橋梁檢測方法與應用 , 科技圖書股份有, 2013, pp. 104-110.
[5] 陳央洲, 根據錨頭應變量測進行預力鋼腱拉力損失監測之研究, 國立雲林科技大學營建工程系: 博士論文, 2012.
[6] Li, Hui, Jinping Ou, Zhi Zhou, "Applications of optical fibre Bragg gratings sensing technology-based smart stay cables," Optics and Lasers in Engineering, vol. 47(10), pp. 1077-1084, 2009.
[7] Wang, Ming L. , G. Wang, Y. Zhao, “Application of EM Stress Sensors in Large Steel Cables,” Sensing Issues in Civil Structural Health Monitoring, pp. 145-154, 2005.
[8] 姜建山, 唐德東, 周建庭, "橋梁索力量測方法與發展趨勢," 重慶交通大學學報, vol. 27(3), pp. 379-382, 2008.
[9] 陳建州, 李政寬, 周智傑, 張國鎮, “斜張鋼纜索力分析之參數研究,” 中國土木水利工程學刊, 第18卷, 第4期, pp. 337-345, 2006.
[10] 劉曉慶, 蔡健, 劉暉, 橋梁損傷診斷, 人民交通出版社, 2000.
[11] Mehrabi, Armin B. , Habib Tabatabai, "Unified Finite Difference Formulation for Free Vibration of Cables," Journal of Structural Engineering, vol. 124(11), pp. 1313-1322, 1998.
[12] Fang, Zhi, Jian-qun Wang, "Practical Formula for Cable Tension Estimation by Vibration Method," Journal of Bridge Engineering, vol. 7(1), pp. 161-164, 2012.
[13] Hiroshi, Zui, Tohru Shinke, Yoshio Namita, "Practical Formulas for Estimation of Cable Tension by Vibration Method," Journal of Structural Engineering, vol. 122(6), pp. 651-656, 1996.
[14] 黃景徽, 根據微振訊號並應用等效簡化模型之斜張鋼纜索力分析, 國立雲林科技大學營建工程系: 碩士論文, 2008.
[15] 李政寬, 陳建州, 周智傑, 張國鎮, “斜張鋼纜微振訊號有限元素法解析,” 中國土木水利工程學刊,第18卷,第2期, pp. 279-288, 2006.
[16] Chen, Chien-Chou, Wen-Hwa Wu, Chin-Hui Huang, Gwolong Lai, "Determination of stay cable force based on effective vibration length accurately estimated from multiple measurements," Smart Structures and Systems, vol. 11(4), pp. 411-433, 2013.
[17] Chen, Chien-Chou, Wen-Hwa Wu, Min-Ray Leu, Gwolong Lai, "Tension determination of stay cable or external tendon with complicated constraints using multiple vibration measurements," Measurement, vol. 86, pp. 182-195, 2016.
[18] Chen, Chien-Chou, Wen-Hwa Wu, Shin-Yi Chen, Gwolong Lai, "A novel tension estimation approach for elastic cables by elimination of complex boundary condition effects employing mode shape functions," Engineering Structures, vol. 166, pp. 152-166, 2018.
[19] 巫文聖, 以軸力梁理論提昇預力鋼纜傳統評估公式實用性之研究, 朝陽科技大學營建工程系: 碩士論文, 2014.
[20] 廖釗銨, 以鋼纜微振量測資料應用多重隨機遞減法進行斜張橋鋼纜與橋體之振態參數識別, 國立雲林科技大學營建工程系: 碩士論文, 2007.
[21] Wu, Wen-Hwa, Chien-Chou Chen, Jau-An Liau, "A Multiple Random Decrement Method for Modal Parameter Identification of Stay Cables Based on Ambient Vibration Signals," Advances in Structural Engineering, vol. 15(6), pp. 969-982, 2012.
[22] Cole. Henry. A. Jr, "Method and apparatus for measuring the damping characteristics of a structure," US Patent, no. 3620069, 1971.
[23] Vandiver, J. K. , A. B. Dunwoody, R. B. Campbell and M. F. Cook, "A Mathematical Basis for the Random Decrement Vibration Signature Analysis Technique," Journal of Mechanical Design, no. 104(2), 1982.
[24] Bedewi, N. E. , The Mathematical Foundation of the Auto and Cross-random Decrement Techniques and the Development of a System Identification Technique for the Detection of Structural Deterioration, University of Maryland, College Park: Ph. D. Thesis, 1986.
[25] 黃炯憲,蔡益超,葉錦勳, “隨機遞減法在建築物微振時間域系統參數識別之應用,” 中國土木水利工程學刊,第10卷,第3期, pp. 537-547, 1998.
[26] Huang, C. S. , C. H. Yeh, "Some Properties of Randomdec Signatures," Mechanical Systems and Signal Processing, vol. 13(3), pp. 491-507, 1999.
[27] 王國棟, 微動量測之系統識別, 國立成功大學土木工程學系: 碩士論文, 1999.
[28] Yang, J. C. S. , G. Z. Qi , V. Pavlin, A. J. Durelli, L. Esteva, "In-situ determination of soil damping in the lake deposit area of Mexico City," Soil Dynamics and Earthquake Engineering, vol. 8(1), pp. 43-52, 1989.
[29] Li, H. C. H. , M. Weis, I. Herszberg, A. P. Mouritz, "Damage detection in a fibre reinforced composite beam using random decrement signatures," Composite Structures, Vols. 66(1-4), pp. 159-167, 2004.
[30] Marukawa, H. , N. Kato, K. Fujii, Y. Tamura, "Experimental Evaluation of Aerodynamic Damping of Tall Buildings," Journal of Wind Engineering and Industrial Aerodynamics, Vols. 59(2-3), pp. 177-190, 1996.
[31] Ueng, Jin-Min, Chi-Chang Lin, Pao-Lung Lin, "System identification of torsionally coupled buildings," Computers & Structures, vol. 74(6), pp. 667-686, 2000.
[32] Qin, Q. , H. B. Li, L. Z. Qian, C. K. Lau, "Modal Identification of Tsing Ma Bridge by Using Improved Eigensystem Realization Algorithm," Journal of Sound and Vibration, vol. 247(2), pp. 325-341, 2001.
[33] Lee, J. W. , J. D. Kim, C. B. Yun, J. H. Yi, J. M. Shim, "Health-monitoring Method for Bridges under Ordinary Traffic Loadings," Journal of Sound and Vibration, vol. 257(2), pp. 247-264, 2002.
[34] Jeary, Alan P., "The description and measurement of nonlinear damping in structures," Journal of Wind Engineering and Industrial Aerodynamics, Vols. 59(2-3), pp. 103-114, 1996.
[35] 丁承先,段元鋒,吳東岳, 向量式結構力學, 北京: 科學出版社, 2012.
[36] Ehrenburg, D., "Transmission line catenary calculations," Transactions of the American Institute of Electrical Engineers, vol. 54(7), pp. 719-728, 1935.
[37] Charles, F. , W. Keith, "An introduction to structural health monitoring," Royal Society of London Transactions Series A, vol. 365(1851), pp. 303-315, 2007.
[38] 國立中央大學土木工程學系, “第二章 電子式測計原理,” 於 結構工程實驗講義, pp. 7-12.
|