题名

半主動自體調諧質量阻尼系統耐震行為與試驗研究

并列篇名

Analytical and experimental studies on Building Mass Damper System with Semi-active Control Device

DOI

10.6342/NTU201800573

作者

劉郁芳

关键词

半主動控制 ； 磁流變阻尼器 ； 中間樓層隔震 ； 自體調諧質量阻尼器 ； 調諧質量阻尼器 ； Semi-active control ； MR damper ； Mid-story isolation system ； Building mass damper ； Tuned mass damper

期刊名称

國立臺灣大學土木工程學系學位論文

卷期/出版年月

2018年

学位类别

博士
导师

張國鎮
内容语文

繁體中文
中文摘要

近年來隨著隔震設計之建築物蓬勃發展，其中基礎隔震設計須於基礎進行繁瑣伸縮縫施工，因此考量施工性較優之中間層隔震設計逐漸被廣泛應用，然而中間層隔震設計之高模態參與比例較高，恐造成隔震層下部結構反應放大。欲減少隔震層下部反應放大的問題，考慮傳統調諧質量阻尼系統為一有效之振動能量吸收器，其基本原理將調諧質量阻尼系統之自然頻率調整趨近於主要系統，使兩者於外力作用下產生反相位運動進而以調諧質量阻尼器消散外力擾動能量。 自體調諧質量阻尼(Building Mass Damper，BMD)系統將上部結構視為調諧質量，並利用橡膠支承墊與黏性阻尼器分別提供BMD系統所需之勁度及阻尼，結合中間層隔震與調諧質量阻尼器設計之優點，同時控制下部與上部結構反應。 本研究提出一個透過半主動控制方法改善OBMD系統的概念，以有效提升結構體動態反應的控制效能。將原本OBMD系統所使用的液態遲滯阻尼器置換為半主動控制元件-MR Damper，使原本的OBMD被動控制系統轉化成創新的半主動控制系統(SOBMD)，進而更提升BMD系統控制結構的效能。運用Bouc-Wen模式以及連續最佳化控制理論建立MR Damper行為的數值分析模型，進而以LQR理論發展出本研究的SOBMD系統數值分析模型。 SOBMD系統可以因應不同的結構反應加以調整阻尼力，因此SOBMD系統可以針對位移或加速度反應調整LQR理論中的參數權重來達到較傳統被動控制OBMD系統更為卓越的抗震效果。 從數值分析和振動台實驗測試，本研究所提出的SOBMD系統都展示了絕佳的抗震效能。透過更多不同特徵的地震模擬與數值分析，更進一步地驗證了SOBMD系統在不同地震下的抗震表現，SOBMD系統成功結合了主動控制與被動控制系統的優點，展示出優異的抗震效能。
英文摘要

A concept of improving an optimum building mass damper (OBMD) system through a semi-active control method for enhancing the efficiency of controlling structural responses is proposed. The proposed concept entails replacing the passive fluid viscous dampers used in an OBMD system with semi-active magnetorheological (MR) dampers, thus transforming the system into a novel semi-active OBMD (SOBMD) system for better seismic performance. A numerical model based on the Bouc–Wen model with the interpolation technique was established to represent the behavior of the MR dampers. The SOBMD system was then developed on the basis of linear-quadratic regulator (LQR) method and a continuous-optimal control concept. The damping force in the SOBMD system can be manipulated according to the structural response, therefore, the SOBMD system affords the possibility of improving the displacement or acceleration response compared with the original OBMD system. Both of the numerical analysis and the experimental verification demonstrated the superior seismic mitigation ability of the SOBMD system. Several earthquake events with different characteristics were simulated in a series of numerical analysis to further verify the performance of the proposed SOBMD system. In short, the benefits of both the active and passive control system are successfully combined in the proposed SOBMD system. Key Words: Semi-active control, MR damper, Mid-story isolation system, Building mass damper, Tuned mass damper
主题分类 工學院 > 土木工程學系
工程學 > 土木與建築工程
参考文献
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  71. 14. Chang, K.C., Chuang, W.C., Wang, S.J., and Hwang, J.S., “From seismic isolation to building mass damper -an experimental and analytical study,” Proc. of the Structural Engineering Frontier Conference, Yokohama, Japan, 2015.
    連結：
  72. 15. Wang, S.J., Hwang, J.S., Chang, K.C., Lin, M.H., and Lee, B.H. “Analytical and experimental studies on mid-story isolated buildings with modal coupling effect,” Earthquake Engineering and Structural Dynamics, vol. 42(2): 201-219, 2013.
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  74. 17. Lin P. Y., Lin T. K., and Hwang J. S., “A semi-active mass damping system for low-and mid-rise buildings,” Earthquakes and Structures, vol. 4, no. 1, 2013.
    連結：
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  76. 21. Warburton G. B. and Ayorinde E. O., Optimum Absorber Parameters for Various Combinations of Response and Excitation Parameters, Earthquake Engineering and Structural Dynamics, 1982; 10: 381-401.
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  77. 22. Warburton G. B. and Ayorinde E. O., Optimum Absorber Parameters for Simple Systems. Earthquake Engineering and Structural Dynamics, 1980; 8: 197-217.
    連結：
  78. 23. Chien-Liang Lee , Yung-Tsang Chen , Lap-Loi Chung , Yen-Po Wang , Optimal design theories and applications of tuned mass dampers, Engineering Structures ,2006.
    連結：
  79. 24. Hadi, M.N.S , Arfiadi, Y. , Optimum design of absorber for MDOF structures, Journal of Structural Engineering, 1998.
    連結：
  80. 25. Rahul Rana and T. T. Soong , Parametric study and simplified design of tuned mass dampers, Engineering Structures, 1997.
    連結：
  81. 26. Jangid, R.S. ," Dynamic characteristics of structures with multiple tuned mass dampers", Structural Engineering and Mechanics, 1995.
    連結：
  82. 27. S. V. Bakrez and R. S. Jangid ," Optimum parameters of tuned mass damper for damped main system", Structural control and health monitoring, 2006.
    連結：
  83. 28. Lap-Loi Chung , Lai-Yun Wu , Chuang-Sheng Walter Yang , Kuan-Hua Lien, Mei-Chun Lin and Hsu-Hui Huang , Optimal design formulas for viscous tuned mass dampers in wind-excited structures, Structural control and health monitoring, 2011.
    連結：
  84. 29. Chien-Liang Lee, Yung-Tsang Chen, Lap-Loi Chung, Yen-Po Wang, Optimal design theories and applications of tuned mass dampers, Engineering Structures, 2006
    連結：
  85. 30. Villaverde R. Aseismic Roof Isolation System: Feasibility Study with 13-Story Building, Journal of Structural Engineering (ASCE), 2002; 128(2), 188–196.
    連結：
  86. 31. Chey M. H., Chase J. G., Mander J. B., and Carr A. J. Semi-Active Tuned Mass Damper Building Systems: Application, Earthquake Engineering and Structural Dynamics, 2010; 39(2):69–89.
    連結：
  87. 34. Chang, K.C., Chuang, W.C., Wang, S.J., and Hwang, J.S., “From seismic isolation to building mass damper -an experimental and analytical study,” Proc. of the Structural Engineering Frontier Conference, Yokohama, Japan, 2015.
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