Please use this identifier to cite or link to this item: http://hdl.handle.net/11455/16066
標題: 非線性調諧質量阻尼器對結構受震後之減振效用評估
Seismic Effectiveness of Nonlinear Tuned Mass Damper Mounted on Structures under Earthquakes
作者: 譚偉笠
Tan, Wei-Li
關鍵字: Nonlinear
非線性
Tuned
Mass
Damper
調諧
質量
阻尼器
出版社: 土木工程學系所
引用: 1. 李元希、盧詩丁、石同生、林偉雄、林啟文(2000), “台灣活動斷層調查的回顧與展望”,經濟部中央地質調查所. 2. Den Hartog, J. P. (1956). Mechanical Vibrations, 4th edition, McGraw-Hill, New York. 3. McNamara, R. J. (1977). “Tuned Mass Dampers for Buildings”, Journal of the Structural Division, ASCE, Vol. 103, pp. 1785-1798. 4. Luft, R. W. (1979). “Optimal Tuned Mass Dampers for Buildings”, Journal of the Structural Division, ASCE, Vol. 105, pp.2766-2772. 5. Wiesner, K. B. (1979). “Tuned Mass Dampers to Reduce Building Wind Motion”, ASCE, Convention and Exposition, Boston, Mass., April 2-6. 6. Rainer, J. H., and Swallow, J. C. (1986). “Dynamic Behavior of a Gymnasium Floor”, Canadian Journal of Civil Engineering, Vol. 13, pp. 270-277. 7. Thornton, C. H., Cuoco, D. A., and Velivasakis, E. E. (1990). “Taming Structural Vibrations”, Civil Engineering, Vol. 60, pp. 57-59. 8. Setareh, M., and Hanson, R. D. (1992). “Tuned Mass Dampers for Balcony Vibration Control”, Journal of Structural Engineering, ASCE, Vol. 118, pp. 723-740. 9. Kwon, H. C., Kim, M. C. and Lee, I. W. (1998). “Vibration Control of Bridges under Moving Loads”, Computers & Structures, Vol. 66, pp. 473-480. 10. 王哲夫, 林其璋, 陳博亮, (1998), “高鐵橋梁裝設調諧質量阻尼器之減振分析”, 第四屆結構工程研討會, Vol. 2, pp. 1203-1210, 臺北, 9月9-11日. 11. Wang, J. F., Lin, C. C., and Chen, B. L. (2003). “Vibration Suppression for High Speed Railway Bridges Using Tuned Mass Dampers”, International Journal of Solids and Structures, Vol.40, pp. 465-491. 12. Crandall, S. H., and Mark, W. D. (1973). Random Vibration in Mechanical Systems, Academic Press, Inc., N. Y. 13. Wirsching, P. H., and Campbell, G. W. (1974). “Minimal Structural Response Under Random Excitation Using the Vibration Absorber”, Earthquake Engineering and Structural Dynamics, Vol. 2, pp. 303-312. 14. Kaynia, A. M., Veneziano, D., and Biggs, J. M. (1981). “Seismic Effectiveness of Tuned Mass Dampers”, Journal of Structural Division, ASCE, Vol. 107, pp. 1465-1484. 15. Sladek, J. R. and Klinger,R. E. (1983).“Effect of Tuned-Mass Dampers on Seismic Response”, Journal of Structural Engineering, ASCE, Vol. 109, pp.2004-2009. 16. Lin, C. C., Hu, C. M., Wang, J. F., and Hu, R. Y. (1994). “Vibration Control Effectiveness of Passive Tuned Mass Dampers”, Journal of the Chinese Institute of Engineers, Vol. 17, pp.367-376. 17. Lin, C. C., Wang, J. F., and Ueng J. M. (2001). “Vibration Control Identification of Seismically-Excited MDOF Structure-PTMD Systems”, Journal of Sound and Vibration, Vol. 240, pp. 87-115. 18. 練健勳,“考慮衝程限制之多元調諧質量阻尼器參數設計與減振效用”,碩士論文,國立中興大學土木工程研究所,民國九十六年七月. 19. F. Rűdinger(2004). “Tuned mass damper with nonlinear viscous damping”, Journal of Sound and Vibration,Vol.300,pp.934-948. 20.鍾立來,張忠信,黃旭輝,(2007). “非線性調諧質塊阻尼器最佳化之研究”,結構工程,第二十三卷第二期,pp.107-136.
摘要: 當結構承受具有瞬間能量輸入的地震時,裝設傳統線性TMD,並無法有效地抑制地震所產生的尖峰反應。因此,本文主要係探討是否能讓非線性TMD在一開始就有足夠的變形,來抵抗地震初期尖峰值,增加TMD的適用範圍。本文針對結構承受不同的地震型態作用下,使用傳統的TMD參數設計,來比較線性阻尼TMD和非線性阻尼TMD對結構物的減振效用;同時也考慮當TMD頻率與結構主頻相異時,輸入不同地震力,來探討線性阻尼TMD和非線性阻尼TMD對結構物的減振效用。經研究後發現,對結構物的減振效用中,線性阻尼TMD的表現要比非線性阻尼的表現好很多,但在具有瞬間能量輸入的地震中,非線性阻尼TMD的減振效用就比線性阻尼TMD較優。
URI: http://hdl.handle.net/11455/16066
其他識別: U0005-2207200915451100
文章連結: http://www.airitilibrary.com/Publication/alDetailedMesh1?DocID=U0005-2207200915451100
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