參考文獻
[1] 劉建泯,“使用主動與被動調諧質量阻尼器之橋樑最佳與模糊振動控制”, 碩士論文,國立高雄應用科技大學土木工程與防災科技研究所 (2005)。[2] 劉建泯,“調諧質量阻尼器應用於橋樑結構減震之可行性探討”,工程科技與教育學刊,第2卷1期,頁21-28(2005)。
[3] Chou, J. H, Chen, S. H. and Chao, C. H., “Robust stabilization of flexible mechanical systems under noise uncertainties and time-varying parameter perturbations,” Journal of Vibration and Control, 4, 167-185 (1998).
[4] Chen, S. H., Chou, J. H. and Zheng, L. A., “Robust-Kalman-filter-based frequency-shaping optimal active vibration control of uncertain flexible mechanical systems,” The Chinese Journal of Mechanics, Vol.16 (3), pp.349-359(2000).
[5] Tsai, J. T., Liu, T. K. and Chou, J. H., “Hybrid Taguchi-genetic algorithm for global numerical optimization”, IEEE Trans. On Evolutionary Computation, Vol.8(4), pp. 365-377(2004).
[6] 劉東官,何敏蓉,“利用田口實驗及多目標最佳化基因遺傳演算法於控制器參數設計”,第二十屆機械工程研討會論文集,頁71-78(2003)。
[7] Chou, J. H., Chen, S. H. and Zheng, L. A.,“LMI Condition for Robust Stability of Linear System with both Time- Varying Elemental and Norm-Bounded Uncertainties,” Journal of Chinese Institute of Engineers, Vol.26(1), pp. 101-105(2003).
[8] Boyd, S., Ghaoui, L.E., Feron, E., and Balakrishnan.V., Control Theory, SIAM Philadelphia.
[9] Zheng, L. A. , Chen, S. H. and Chou, J. H., “LMI Robust Stability Condition for Linear Systems with Time-Varying Elemental Uncertainties, Norm-Bounded Uncertainties and Delay Perturbations,” JSME International Journal, Series C, Vol. 47(1), pp. 275-279(2004).
[10] 嚴之揚,鄭兆希,“高層建築物主動減震方法”,土木技術,第一卷第三期(1998)。[11] Fabio, C., Alesandro, D.S. and Emiliano, M., “ Simulation a Conical Tuned Liquid Damper, ” Simulation Modelling Practice & Theory, Vol.11, No5-6, pp. 353-370(2003).
[12] Djajakesukma, S.L., Samali, B. and Nguyen, H., “ Study of a Semi - Active Stiffness Damper nuder Various Earthquake Input, ” Earthquake Engineering and Structural Dynamics, Vol. 31, No. 10, pp. 1757-1776(2002).
[13] Loh, C. H. and Chao, C. H., “ Effectiveness of Active Tuned Mass Damper and Seismic Isolation on Vibration Control of Multi-Storey Building, ” Journal of Sound and Vibration, Vol. 193, No.4, pp.773-792(1996).
[14] Leiphold, H. H. E. and M.Abdel-Rohman, Control of Structures, (1986).
[15] 張荻薇,“日本橋樑先進科技概況”,橋樑新進技術開發與應用(1999)。
[16] 余嶺,王晶,“用調質阻尼器抑制九江橋吊杆風致振動”,長江科學院院報,第十三卷第四期(1996)。
[17] 劉海燕,陳開利,“在既有人行天橋欄杆上設置薄型TMD進行減振”,世界橋樑,No.1, pp.69-73(2004)。
[18] Wang, S. G., Yeh, H. Y. and Roschke P. N., “Robust Control for Structural Systems with Parametric and Unstructured Uncertainties,” Journal of Vibration and Control, 7, pp.753-772.(2001).
[19] Francis, B.A., A course in Control Theory, Springer, New York(1987).
[20] Doyle, J.C., Glover, K., Khargonekar, P.P. and Francis, B.A., “State-Space Solutions to Standard and Control Problems,” IEEE Transactions on Automatic Control, 34, pp. 831-847 (1989).
[21] Holland, J. H., Adaptation in Natural and Artificial Systems, Ann Arbor, MI:The University of Michigan Press (1975).
[22] Holland, J. H. , July, “Genetic Algorithms”, Sci. Am., pp.66-72(1922).
[23] Goldberg D. E., Genetic Algorithms in Search, Optimization and Machine Learning, Reading, MA:Addison-Wesley (1989).
[24] Jong, D., “Analysis of the behavior of a class of a genetic adaptive system”, Ph. D. Dissertation, The University of Michigan, Ann Arbor (1975).
[25] 尤英和,劉東官,“基於遺傳演算法之連桿軌跡最佳化設計-以六連桿步行馬為例”,碩士論文,國立高雄第一科技大學機械與自動化工程系(2004)。[26] 吳宗益,劉東官,2002 ,“應用於基因演算法及田口實驗法於模具生產排程系統之研究”,碩士論文,國立高雄第一科技大學機械工程研究所。[27] 邱元泰,季美秀,“遺傳演算法在排課問題之應用”,碩士論文,國立中山大學數學研究所(2002)。[28] Taguchi, G., and Chowdhury, S., Robust Engineering, McGraw-Hill, New York(2000).
[29] 陳信宏,田口品質工程上課講義,高雄應用科技大學機械與精密工程所(2004)。
[30] 羅錦興,田口品質工程指引,中國生產力中心。
[31] 蘇朝墩,品質工程,中華民國品質學會,台北市(2002)。
[32] 吳復強,田口品質工程,全威圖書有限公司(2002)。
[33] Meirovitch, L.,”Dynamic and Control of structures,”John Wiley & Sons(1990).