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標題: 扭轉耦合結構之最佳調諧液柱阻尼器減振設計
Optimal Design of Tuned Liquid Column Dampers for Vibration Reduction of Torsionally-Coupled Buildings
作者: 曾皓
Tseng, Hao
關鍵字: TLCD;阻尼器;damper;torsionally-coupled;調諧液柱組尼器;扭轉耦合
出版社: 土木工程學系所
引用: 1.Housner, G. W., Bergman, L. A., “Special Issue, Structural Control:Past, Present, and Future.”, Mechanical Engineering, 36, Issue 1, 897-971, 1997. 2.Soong, T. T., “State-of-the-art-review: Active Structural Control on Civil Engineering” , Engineering Structures, 10, 74-84, 1988. 3.Wang, J. F., Lin, C. C., and Chen, B. L. Vibration Suppression for High Speed Railway Bridges Using Tuned Mass Dampers”, International Journal of Solids and Structures, 40, 465-491, 2003 4.Kwon H. C., Kim, M. C., and Lee, I. W., “Vibration Control of Bridges under Moving Loads”, Computers and Structures, 66, 473-480, 1998. 5.Buckle, I.G., and Mayes, R.L.,“Seismic isolation: history, application and performance-a world review”, Earthquake Spectra, 6, 161-201, 1990. 6.Martelli A., Parducci A., and Forni M. “State-of-the-art on development and application of seismic isolation and innovative seismic design techniques in Italy”, ATC-17-1 Technical Papers on Seismic Isolation, 401-402, 1993. 7.Lin, C. C., Hu, C. M., Wang, J. F., and Hu, R. Y., “Vibration Control Effectiveness of Passive Tuned Mass Dampers”, Journal of the Chinese Institute of Engineers, 17, 367-376, 1994. 8.Saoka, Y., Sakai, F., Takaeda, S., Tamaki, T., “On the suppression of vibrations by tuned liquid column dampers.” Annual Meeting of Japan Society of Civil Engineers, Tokyo, Japan, 1998 9.Sakai, F. et al., “Tuned Liquid Column Damper - New Type Device for Suppression of Building Vibrations”, Proc. Int. Conf. on High Rise Buildings, Nanjing,China, March 25-27, 1989. 10.Balendra, T., Wang, C.M. and Cheong, H.F. “Effectiveness of Tuned Liquid Column Dampers for Vibration Control of Towers”, Engineering Structures, 17(9), 668-675, 1995. 11.Gao, H., Kwok, K. C. S. and Samali B.,“Optimization of Tuned Liquid Column Dampers”, Engineering Structures, 19, 476-486, 1997. 12.Xue, S. D., Ko, J. M. and Xu ,Y. L., “Tuned Liquid Column Damper for suppressing pitching motion of structures”, Engineering Structures, 23, 1538-1551, 2000. 13.Shum, K. M. and Xu, Y. L. “Multiple-tuned liquid column dampers for torsional vibrationcontrol of structures: experimental investigation”, Earthquake Engineering and Structural Dynamics, 31, 977-991, 2002. 14.Chen Y. H. and Ko C. H., “Active tuned liquid column damper with propellers.” Earthquake Engineering and Structural Dynamics., 32, 1627-1638, 2003. 15.Wu J. C., Shih M. H., Yuh Y. L., Shen Y. C. “Design guidelines for tuned liquid column damper for structures responding to wind”, Engineering Structures, 27, 1893-1905, 2005. 16.Min, K. W., Kim, H. S., Lee, S. H., Kim, H., Ahn, S. K., “Performance evaluation of tuned liquid column dampers for response control of a 76-story benchmark building”, Engineering Structures, 27, 1101-1112, 2005 17.內政部營建署, “建築物耐風設計規範及解說”, 1995 18.曾建華,“TLCD之高樓抗風設計與應用”,交通大學土木工程學系碩士班畢業論文, 2008 19.Lopez-Almansa, F., Barbat, A. H., and Rodellar, J. “SSP Alogorithm for Linear and Non-linear Dynamic Response Simulation” Int. Journal for Numerical Methods in Engineering, 26, 2687-2706 20.鍾立來, 王彥博, 楊盛創, ”結構動力數值分析之穩定性及精確性”, 中華民國結構工程學會, 結構工程, 11(4), 55-66 21.林其璋, “被動調和質量阻尼器之最佳設計”, 行政院國家科學委員會專題研究計畫成果報告, 1993 22.王哲夫, “被動調諧質量阻尼器之最佳設計暨應用”,中興大學土木工程學系碩士班畢業論文, 1993 23.陳博仁, “扭轉耦合樓房受雙向地震之被動調諧質量阻尼器減振設計”, 中興大學土木工程學系碩士班畢業論文, 1997

In order to know the motion of the tuned liquid column dampers and the way transform the force from TLCD to the system, the equation of motion to a single-degree of freedom building that set the tuned liquid column damper have been analyzed to derive the equation of motion to the torsionally-coupled building in this study. Discussing the optimal installing floor position and deciding the TLCD installing direction according to the freedom that should be controlled by using numerical simulation with state space procedure. Furthermore, the TLCD is much useful on reducing the high building vibration especially to the wind, there is consideration to the height and wind velocity pressure to the buildings. Using the state space procedure to simulate three buildings with different properties, find the best design parameters and check the system behavior by input the real wind force measured from Taipei 101 Tower.
其他識別: U0005-3107200911171800
Appears in Collections:土木工程學系所

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