請用此 Handle URI 來引用此文件: http://hdl.handle.net/11455/90976
標題: 主動控制之時間延遲對結構位移變量之探討
Vibration Displacement of Active Control Systems with Time Delay
作者: 黃建綸
Chien-Lun Huang
關鍵字: Active Control
Time Delay
主動控制
時間延遲
引用: 1. Lin, C.C., Sheu, J.F., Chu, S.Y. and Chung, L.L., 'Time Delay Effect and Its Solutions in Direct Output Feedback Control of Structures,' Earthquake Engineering and Structural Dynamics, Vol. 25, pp. 547-559, 1996. 2. Yao, J.T.P, 'Concept of Structure Control,' Journal of the Structural Division, ASCE, Vol. 98, No. ST7, pp. 1567-1574, 1972. 3. Soong, T.T., 'Active Structural Control: Theory and Practice, ' John Wiley & Sons, Inc., New York, 1990. 4. Housner, G.W., et al, 'Structural Control: Past, Present, and Future,' Journal of Engineering Mechanics, ASCE, Vol. 123, pp. 897-971, 1997. 5. Yao, J.T.P (ed.), 'Structural Control,' Engineering Structures, Vol. 20, No. 3, pp. 133-237, 1998. 6. Yoshiki Ikeda, 'Active and semi-active vibration control of buildings in Japan—Practical applications and verification,' Struct. Control Health Monit., Vol.16, pp.703-723, 2009. 7. Soong , T. T. and Cimellaro, G. P., 'Future directions in structural control,' Struct. Control Health Monit., Vol.16, pp.7-16, 2009. 8. Yang, J. N. (1975), 'Application of Optimal Control Theory to Civil Engineering Structures,' ASCE Journal of Engineering Mechanics Division Vol. 101, No. EM6, pp. 819-838. 9. Martin, C.R. and Soong, T.T. (1976). 'Modal Control of Multi-Storey Structures,' Journal of Engg. Mechanics, ASCE, Vol. 102, pp. 613-623. 10. Abdel-Rohman,M. and Leipholz,H.H., 'Structural Control by Pole Assignment Method,'Jounral of Engineering Mechanics Division , ASCE, Vol.104 , EM5, Oct.1978, pp. 1159-1175 11. Roorda, J., 'Buckling of Elastic Structure,'University of Waterloo Press , Waterloo, Canada, 1980. 12. Kamiyama,T. and Aizawa,Y.(1987) 'growth characteristics of two tintinnid ciliates,'Tintinnopsis beroidea and Amphorella quadrilineata,in laboratory cultures Bull.Plankton Soc.Jpn,34,185-191(in Japanese with English abstract) 13. Soong, T.T. (1988), 'State-of-the-art Review: Active Structural Control in Civil Engineering,' Engineering Structures, Vol. 10, 74–84 14. Chung, L.L., A. M. Reinhorn & T.T. Soong, 'Experiments on Active Control of Seismic Structures,' ASCE Journal of Engineering Mechanics Division vol. 114,1988 15. Lu, L.Y., 'Seismic Test of Model Control with Direct Output Feedback for Building Structures,' Structural Engineering and Mechanics, Vol. 12, No. 6, pp. 633-656 16. Chu, S.Y., Lin, C.C., Chung, L.L., Chang, C.C., and Lu, K.H., 'Optimal performance of discrete-time direct output-feedback structural control with delayed control forces,' Struct. Control Health Monit., Vol.15, pp.20-42, 2008. 17. Chung, L.L., Lin, C.C., and Chu, S.Y., 'Optimal Direct Output Feedback of Structural Control,' Journal of Engineering Mechanics, ASCE, Vol. 119, No. 11, pp. 2157-2173, 1993. 18. Lin, C.C., Chung, L.L., and Lu, K.H., 'Optimal Discrete-time Structural Control Using Direct Output Feedback,' Engineering Structures, Vol. 18, No. 6, pp. 472-482, 1996. 19. 朱世禹, '直接輸出回饋之主動結構控制,'國立中興大學土木工程研究所碩士論文,1992. 20. Kobori, T., Koshika, N., Yamada, K., and Ikeda, Y., 'Seismic-response-controlled Structure with Active Mass Driver System. Part 1: Design,' Earthquake Engineering and Structural Dynamics, Vol. 20, pp. 133-149, 1991. 21. Kobori, T., Koshika, N., Yamada, K., and Ikeda, Y., 'Seismic-response-controlled Structure with Active Mass Driver System. Part 2: Verification,' Earthquake Engineering and Structural Dynamics, Vol. 20, pp. 151-166, 1991. 22. Kose, I.E., Schmitendorf, W.E., and Yang, J.N., ' ∞ H Active Seismic Response Control Using Static Output Feedback,' Journal of Engineering Mechanics, ASCE, Vol. 122, No. 1, pp. 651-659, 1996. 23. Wu, J.C., Yang, J.N., and Schmitendorf, W.E., 'Reduced-order ∞ H and LQR Control for Wind-excited Tall Buildings,' Engineering Structures, Vol. 20, No. 3, pp. 222-236, 1998. 24. Skelton, R.E., Stoustrup, J., and Iwasaki, T., 'The ∞ H Control Problem Using Static Output Feedback,' International Journal of Robust and Nonlinear Control, Vol. 4, pp.449-455, 1994. 25. Gu, G., and Misra, P., 'Disturbance Attentuation and ∞ H Optimization with Linear Output Feedback Control,' Journal of Guidance, Control and Dynamics, AIAA, Vol. 17, pp.145-152, 1994. 26. Lu, L.Y., 'Seismic Test of Model Control with Direct Output Feedback for Building Structures,' Structural Engineering and Mechanics, Vol. 12, No. 6, pp. 633-656 27. Lu, L.Y., and Chung, L.L. 'Modal Control of Seismic Structures using Augmented State Matrix,' Earthquake Engineering and Structural g Dynamics, Vol. 30, No. 2, pp. 237-256 28. 傅俞婷,'考慮時間延遲之離散時間主動控制H∞系統減振分析,'國立中興大學土木工程學研究所碩士論文,2010
摘要: 以往文獻中都假設主動控制中,阻尼控制力的時間延遲夠小而足以忽略其影響,本文即嘗試去探討若是阻尼控制力之時間延遲造成的效應若是不可忽略,則會對結構造成什麼樣的變位影響,找出不同時間延遲下結構的最大變位是否會因為加裝阻尼而產生放大的負面效果,並加以延伸到地震上,以真實的地震數據資料,去觀察是否有類似的總結。期許透過探討時間延遲的影響結果,能夠讓工程師瞭解加裝阻尼之後是否就能真正有效抑制地震所造成的變位,或者因儀器的設定不精準而導致更惡劣的變位發生,影響結構的穩定性以及安全性。 結論顯示,時間延遲的確會造成某些時刻會放大變位的效果,比起未加裝阻尼減震,側位移在加裝後反而有加劇的現象,但綜觀結構總體最大變位來說,影響的效果卻相當有限。
In reducing the vibration amplitude, the implementation of active control device is usually considered. However, in general, the effect of time delay of the damping response is intuitively assumed to be small enough to be ignored. Nevertheless, the efficiency of active control applying to abate the structure response due to time delay is still an interesting topic. In this article, the effect of time delay to the performance of device is discussed. Discussions on amplitude variation of the structure by the installation of active control device with possible existence of time delay are reported. It concludes that the time delay may enlarge the vibration response but may be insignificant in amount. Also, the maximum response of the structure may occur earlier.
URI: http://hdl.handle.net/11455/90976
其他識別: U0005-1408201512002100
文章公開時間: 2015-08-21
顯示於類別:土木工程學系所

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