Please use this identifier to cite or link to this item: http://hdl.handle.net/11455/16069
DC FieldValueLanguage
dc.contributor王哲夫zh_TW
dc.contributor郭其珍zh_TW
dc.contributor.advisor翁駿民zh_TW
dc.contributor.author陳冠宇zh_TW
dc.contributor.authorChen, Kuan-yuen_US
dc.contributor.other中興大學zh_TW
dc.date2010zh_TW
dc.date.accessioned2014-06-06T06:54:57Z-
dc.date.available2014-06-06T06:54:57Z-
dc.identifierU0005-2207200916192400zh_TW
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L (20042005). “Train-Induced Vibration Control of High-Speed Railway Bridges Equipped with Multiple Tuned Mass Dampers”, Journal of Bridge Engineering (in press).Vol. 10, No. 4, pp. 398-414 33. 王哲夫, 林其璋, 陳博亮, (2000). “考慮扭轉效應橋梁受高速列車荷重之減振分析”, 第五屆結構工程研討會, Vol. 1, pp. 301-308, 南投溪頭, 8月28-30日. 34. 林其璋, 王哲夫, (2001). “多元調諧質量阻尼器於高速鐵路橋梁之減振效用”, 南部科學園區振動防治策略研討會, pp. 109-120, 台南, 11月27日. 35. 王哲夫,“考慮系統互制效應多元調諧質量阻尼器之結構振動控制”,博士論文,中興大學. 36. 林育信,“土壤-不規則建築結構裝設多元調諧質量阻尼器之減振效用”,碩士論文,中興大學. 37. 高道淵,“受強震作用結構物之調諧質量阻尼器設計”,碩士論文,中興大學. 38. 蘇宇宏,“多元調諧質量阻尼器之樓板振動控制”,碩士論文,中興大學. 39. Jin-Min Ueng1, Chi-Chang Lin2* And Jer-fu Wang Practical Designissues Of Tuned Mass Dampers for TorsionaLlly Coupled Budings Uuder Earthquake Loadings Struct. Design Tall Spec. Build. 17, 133–165 (2008)Published online 18 June 2007 in Wiley Interscience (www.interscience.wiley.com). DOI: 10.1002/tal.336 40. Chopra, A. K., “Dynamics of structures:theroy and applications to earthquake engineering”,pp.155-185,Prentice-Hall(1995). 41. 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dc.identifier.urihttp://hdl.handle.net/11455/16069-
dc.description.abstract本文主要在探討受各種程度地震作用下考慮離頻效應之調諧質量阻尼器對結構物之減震效應。吾人將結構物視為雙線性單自由度模型並加裝各種被動式調諧質量阻尼器(PTMD)來分析比較。各種被動式調諧質量阻尼器包括了單一線性被動調諧質量阻尼器(Linear TMD)、多元線性被動調諧質量阻尼器(MTMD)、以及本文所考慮離頻效應之多頻式被動調諧質量阻尼器。文中主要針對與地震主控週期相同之共振結構物做分析,探討各種調諧質量阻尼器減震效能之差異性。而用來觀察減振效能趨勢的數據是利用最大位移(Dismax)來做為辨識指標。本文發現就吾人所假設之共振結構模型而言,考慮離頻效應之多頻式被動調諧質量阻尼器的效能較其他傳統設計方式者優異,針對各種地震力作用下(PGA=0.1g、PGA=0.25g、PGA=0.4g ) 均能發揮預期中之減震效果。zh_TW
dc.description.abstractIn this paper, by exploring the role of all levels to consider seismic effects from the frequency of the tuned mass damper to the damping effect of the structure. I will be regarded as a bilinear structure model of single degree of freedom and to install a variety of passive tuned mass damper (PTMD) to analyze the comparison. A variety of passive tuned mass damper including a single linear passive tuned mass damper (Linear TMD), multiple linear passive tuned mass dampers (MTMD), as well as to consider this article as much as from the effects of frequency-band passive tuned mass damper. In this paper, the main host for the earthquake cycle with the same resonance structure analysis done on a variety of tuned mass dampers of different damping performance. The trend used to observe the damping performance of the data is to use the maximum displacement (Dismax) as indicators for identification. This article I found on the assumption that the resonance structure model, given the frequency effect from the number of frequency passive tuned mass damper performance than other conventional design methods are excellent for a variety of seismic force (PGA = 0.1g, PGA = 0.25g, PGA = 0.4g) can be expected to play the damping effect.en_US
dc.description.tableofcontents目錄 中文摘要.........................................Ⅰ 目錄.............................................Ⅲ 表格目錄.........................................Ⅴ 圖形目錄.........................................Ⅵ 第一章 緒論 1.1 研究動機與目的.............................1 1.2 文獻回顧...................................3 1.3 本文內容...................................5 第二章 雙線性結構物模型及各種被動調諧質量阻尼器之動態行為 2.1 雙線性結構物模型之定義....................8 2.2 裝設被動調諧質量阻尼器結構在非線性狀態下之運動方程式及其數值解法...................9 2.3 雙線性結構物裝設各種被動調諧質量阻尼器介紹..................................... 12 第三章 裝設被動調諧質量阻尼器之結構物在非線性狀態下受真實地震作用下之減振效果 3.1 結構與地震特性之介紹.....................19 3.2 真實地震加速度歷時介紹....................21 3.3 各被動調諧質量阻尼器之參數介紹............22 第四章 結構物裝設各種被動調諧質量阻尼器於地震作用 下之動態行為與效能比較 4.1 辨識指標介紹………………………………………24 4.2 結構物裝設各種被動調諧質量阻尼器受地震作用下之減振效能數據探討與分析..................25 第五章 結論與建議...............................33 參考文獻.........................................34 表格.............................................39 圖形..............................................46zh_TW
dc.language.isoen_USzh_TW
dc.publisher土木工程學系所zh_TW
dc.relation.urihttp://www.airitilibrary.com/Publication/alDetailedMesh1?DocID=U0005-2207200916192400en_US
dc.subjectNonlinear Structures under Earthquakesen_US
dc.subject結構非線性zh_TW
dc.subjectTuned Mass Damperen_US
dc.subject調諧質量阻尼器zh_TW
dc.title多元調諧質量阻尼器對結構受震後之非線性反應的減振效用評估zh_TW
dc.titleSeismic Effectiveness of Tuned Mass Damper Mounted On Nonlinear Structures under Earthquakesen_US
dc.typeThesis and Dissertationzh_TW
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