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完整後設資料紀錄
DC 欄位 | 值 | 語言 |
---|---|---|
dc.contributor.advisor | 呂良正(Liang-Jenq Leu 呂良正) | |
dc.contributor.author | Hsiang-Yu Hsiao | en |
dc.contributor.author | 蕭祥佑 | zh_TW |
dc.date.accessioned | 2021-06-16T02:40:40Z | - |
dc.date.available | 2015-07-27 | |
dc.date.copyright | 2015-07-27 | |
dc.date.issued | 2015 | |
dc.date.submitted | 2015-07-22 | |
dc.identifier.citation | Abé, M. and Fujino, Y. (1994). 'Dynamic characterization of multiple tuned mass dampers and some design formulas.' Earthquake Engineering & Structural Dynamics 23(8): 813-835.
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'Displacement-based seismic design of buildings-theory.' Engineering Structures 22(3): 201-209. Sadek, F. (1997). 'A method of estimating the parameters of tuned mass dampers for seismic applications.' Earthquake Engineering & Structural Dynamics 26(6): 617. Sadek, F., Mohraz, B., Taylor, A.W. and Chung, R.M. (1997). 'A method of estimating the parameters of tuned mass dampers for seismic applications.' Earthquake Engineering & Structural Dynamics 26(6): 617-635. Tajimi, H. (1960). 'Statistical method of determining the maximum response of building structure during an earthquake.' Proc. of the 2nd WCEE 2: 781-798. Thompson, A.G. (1981). 'Optimum tuning and damping of a dynamic vibration absorber applied to a force excited and damped primary system.' Journal of Sound and Vibration 77(3): 403-415. Tigli, O.F. (2012). 'Optimum vibration absorber (tuned mass damper) design for linear damped systems subjected to random loads.' Journal of Sound and Vibration 331(13): 3035-3049. 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dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/54116 | - |
dc.description.abstract | 調諧質量阻尼器(Tuned Mass Damper, TMD)是目前常見的一種控制震動之方法,對於超高樓層的結構物,常用於抗風用途上。然而,對於TMD 的最佳化設計方法與形式在文獻上與本研究團隊中有許多研究與探討,但討論TMD 效能方面大多著重於折減效果,而忽略強健性的部分,本研究以綜合性指標同時檢討TMD 有效性與強健性之效能,凸顯本研究團隊所提出之懲罰函數考量之重要性,並比較出各形式、方法、目標函數下之TMD 效能優劣。此外,本研究也檢核多筆地震歷時下最佳化TMD 的減振效果。
本研究團隊在過去使用的演算法,因屬於局域、梯度搜尋的方式進行最佳化計算,然而會因為初始條件的不同,而使之落入局域解的可能,必須使用多組的初始條件進行計算,以避免此情況的發生。本研究提出使用兩種最佳化演算法使計算過程能夠快速且更準確的求得最佳設計變數。此外,對於主系統阻尼比大於零之情況,在過去,必須以迭代的方式計算最佳設計變數,而無法以公式直接進行計算,因此本研究也針對此問題,以回歸的方式得出主系統阻尼比大於零時之最佳化設計公式,方便後續學術或實務上使用。 在學術研究上,常常以剪力構架或是將原多自由度模型簡化為單自由度模型進行模擬,一來可以減少計算量,二來能夠使問題更為單純。然而與真實構架相比,確實有差異,因此本研究針對此問題進行TMD 減震誤差的比較與討論。 | zh_TW |
dc.description.abstract | In recent years, tuned mass dampers have been adopted in high-rise building to reduce the vibration under wind forces. However, there are many researches discussing the reducing effect of different methods and forms of TMDs without considering the robustness. This study used a “composite index” to take both the effectiveness and robustness into consideration, and pointed out the improvements after using the penalty function and compared the TMDs in different forms, methods, and objective functions.Furthermore, the actual earthquake records were used to examine the result statistically in this study.
Because the optimization method used in previous study is a gradient-based algorithm, optimal parameters could be the local minimum depending on the given initial conditions. This study used two algorithms to solve this problem thus making it more efficient to get the global minimum. Nevertheless, when the damping ratio of the main system is greater than zero, it is necessary to use the iteration method to obtain the optimal parameters. The equations we proposed to design the optimal TMD was calculated by using the regression method. In the researches, it is quite common to design the TMDs by using the shear type buildings or simplifying MDOF to SDOF rather than the real structure. Although it’s much easier and faster to solve the problem, they are still different from real structures, and this study also precedes to discuss the differences between them. | en |
dc.description.provenance | Made available in DSpace on 2021-06-16T02:40:40Z (GMT). No. of bitstreams: 1 ntu-104-R02521231-1.pdf: 5548084 bytes, checksum: f6995f925e2676979ea6e251c140a455 (MD5) Previous issue date: 2015 | en |
dc.description.tableofcontents | 致謝 I
摘要 II ABSTRACT III 目錄 V 表目錄 VII 圖目錄 IX 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 研究內容 3 第二章 調諧質量阻尼器簡介 5 2.1 前言 5 2.2 單自由度主系統(SDOF System) 5 2.2.1 位移頻率轉換函數推導 5 2.2.2 串聯式調諧質量阻尼器 8 2.2.3 並聯式調諧質量阻尼器 9 2.3 多自由度主系統(MDOF System) 11 2.4 小結 13 第三章 調諧質量阻尼器最佳化設計 17 3.1 本研究調諧質量阻尼器最佳化 17 3.1.1 目標函數 18 3.1.2 設計變數 19 3.1.3 一般式調諧質量阻尼器最佳化設計 22 3.1.4 強健式調諧質量阻尼器最佳化設計 22 3.2 多頻式調諧質量阻尼器最佳化設計 23 3.2.1 設計變數 23 3.2.2 目標函數 24 3.3 調諧質量阻尼器最佳化公式 24 3.4 多自由度簡化為單自由度 27 3.5 小結 28 第四章 最佳化設計系統軟體 37 4.1 前言 37 4.2 分析軟體與演算法介紹 37 4.2.1 FMINCON 37 4.2.2 模擬退火法 39 4.2.3 演算法結果之檢核 40 4.2.4 數值模擬與理論之驗證 43 4.3 小結 43 第五章 實例分析結果討論 47 5.1 單自由度主系統(SDOF System) 47 5.1.1 串聯式與並聯式之調諧質量阻尼器 48 5.1.2 一般式與強健式之調諧質量阻尼器 48 5.1.3 多頻式調諧質量阻尼器vs 本研究最佳化設計方法 49 5.1.4 考慮軸向變形之真實構架與剪力構架之差異 50 5.1.5 最佳化公式之回歸 52 5.1.6 TMD衝程束制 53 5.2 多自由度主系統(MDOF System) 54 5.2.1 TMD質量比與折減效果之遞迴關係式 54 5.2.2 頂層位移均方值vs 各樓層位移均方值質之總和 55 5.2.3 多筆地震歷時檢核 56 5.3 簡化為單自由度設計之誤差 57 5.3.1 主系統多自由度 57 5.3.2 簡化為單自由度 58 5.3.3 簡化誤差 58 5.4 小結 59 第六章 結論與未來展望 91 6.1 結論 91 6.2 未來展望 93 參考文獻 94 | |
dc.language.iso | zh-TW | |
dc.title | 調諧質量阻尼器最佳化設計與效能之探討 | zh_TW |
dc.title | Optimal Design for Tuned Mass Dampers and Performance Comparison | en |
dc.type | Thesis | |
dc.date.schoolyear | 103-2 | |
dc.description.degree | 碩士 | |
dc.contributor.oralexamcommittee | 黃震興,宋裕祺,郭世榮 | |
dc.subject.keyword | 調諧質量阻尼器,最佳化,地震歷時檢核, | zh_TW |
dc.subject.keyword | Tuned Mass Damper,Optimization,Comparison, | en |
dc.relation.page | 97 | |
dc.rights.note | 有償授權 | |
dc.date.accepted | 2015-07-22 | |
dc.contributor.author-college | 工學院 | zh_TW |
dc.contributor.author-dept | 土木工程學研究所 | zh_TW |
顯示於系所單位: | 土木工程學系 |
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