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dc.contributorLi-Ling Hongen_US
dc.contributorLyan-Ywan Luen_US
dc.contributorJiun-Ming Uengen_US
dc.contributor.advisorChi-Chang Linen_US
dc.contributor.authorTseng, Haoen_US
dc.identifier.citation1.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, 1997zh_TW
dc.description.abstractIn 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.en_US
dc.description.tableofcontents謝誌 i 中文摘要 ii Abstract iii 目錄 iv 表格目錄 vi 圖形目錄 vii 第一章 緒論 1 1.1研究動機與目的 1 1.2文獻回顧 2 1.3本文內容 4 第二章 扭轉耦合結構裝設調諧液柱阻尼器之最佳參數理論推演 6 2.1扭轉耦合結構之運動方程式 6 2.2TLCD之運動方程式 10 2.2.1單自由度平面結構裝設TLCD系統之運動方程式 12 2.2.2多層樓扭轉耦合結構裝設TLCD系統之運動方程式 14 第三章 調諧液柱阻尼器最佳設計參數之探討 19 3.1裝設等斷面調諧液柱阻尼器之分析方法 19 3.1.1連續時間運動方程式離散化 20 3.1.2時間域結構反應分析 21 3.1.3頻率域結構反應分析 22 3.2降水頭損失係數 3.3調諧液柱阻尼器最佳參數之設計步驟 23 3.4TLCD最佳設計參數之影響因素 24 3.4.1 TLCD欲控制之模態 24 3.4.2 TLCD之擺設位置 25 3.4.3結構受風下樓高對風速之影響 26 第四章 調諧液柱阻尼器振動控制之數值模擬 29 4.1 單層樓扭轉耦合結構模擬 29 4.1.1 A1結構(小偏心) 30 4.1.2 A2結構(大偏心) 31 4.2 多層樓扭轉耦合結構模擬 33 第五章 結論與建議 35 參考文獻 37zh_TW
dc.titleOptimal Design of Tuned Liquid Column Dampers for Vibration Reduction of Torsionally-Coupled Buildingsen_US
dc.typeThesis and Dissertationzh_TW
item.openairetypeThesis and Dissertation-
item.fulltextno fulltext-
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