Please use this identifier to cite or link to this item: http://hdl.handle.net/11455/15858
DC FieldValueLanguage
dc.contributor宋文沛zh_TW
dc.contributorWen-Pei Sungen_US
dc.contributor王哲夫zh_TW
dc.contributorJe-Fu Wangen_US
dc.contributor.advisor翁駿民zh_TW
dc.contributor.advisorJiun-Min Uengen_US
dc.contributor.author蔡友仁zh_TW
dc.contributor.authorTsai, Yu-Jenen_US
dc.contributor.other中興大學zh_TW
dc.date2009zh_TW
dc.date.accessioned2014-06-06T06:54:38Z-
dc.date.available2014-06-06T06:54:38Z-
dc.identifierU0005-2506200810542000zh_TW
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dc.identifier.urihttp://hdl.handle.net/11455/15858-
dc.description.abstract本文主要探討多元調諧質量阻尼器(Multiple Tuned Mass Damper,簡稱MTMD)在考慮離頻效應下的最佳化設計,期望藉由從新加入一個離頻減振效能指標,設計出一組MTMD參數,當結構體發生離頻現象時,該組MTMD參數能比傳統MTMD設計方法更有效地對離頻時的結構受振反應作折減。藉著與其他三種傳統MTMD設計方法以數值模擬的方式,以及在輸入真實地震加速度歷時下作動力歷時分析比較,來驗證本文方法之可行性,並且接著針對該設計方法討論不同MTMD個數時減振能力的差異性,以及針對離頻時的減振性能表現作討論分析。zh_TW
dc.description.abstractThe primarily research of this article is the optimum parametric design of Multiple Tuned Mass Damper (MTMD) with considering detuned effect. We attempt to design one set of MTMD parameters by using a new vibrated reduced index. And this MTMD set is going to show the better behavior in vibrated response reduction than the MTMD set designed by traditional method as the targeted structure is detuned. We'll prove the possibility of the method by comparing with other three traditional design method in numerical approximate and dynamic analysis that use the real earthquake time history record as input applied force. To continue, we focus on the new designed MTMD, discussing the variation of the reduction effect by changing numbers of MTMD. And in the end, we make a conclusion to this research.en_US
dc.description.tableofcontents中文摘要 i ABSTRACT ii 目錄 iii 表格目錄 v 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 第二章考慮離頻效應之MTMD最佳參數設計理論 7 2.1結構–MTMD系統動態方程式 7 2.2 轉換函數 12 2.3離頻減振效能指標 15 2.4考慮離頻效應之MTMD參數最佳化 17 第三章白噪音外力輸入下各種MTMD設計方法之比較 20 3.1 IGUSA & XU 之等質量、阻尼比MTMD設計法 21 3.2 等阻尼係數設計方向 22 3.3 標竿構架簡介 23 3.4 白噪音外力輸入下數據比較 25 3.5 MTMD個數於方法一之影響 27 第四章動力歷時分析 30 4.1真實地震加速度歷時介紹 30 4.2四種方法之動態歷時反應分析 31 4.2.1TCU122東西向地震加速度歷時 31 4.2.2 TCU038東西向地震加速度歷時 33 4.2.3 TAP095東西向地震加速度歷時 34 4.3不同MTMD個數方法一動力歷時分析之討論 35 第五章 結論 38 參考文獻 41 表格 46 圖形 57zh_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=U0005-2506200810542000en_US
dc.subjectDamperen_US
dc.subject阻尼器zh_TW
dc.subjectDetuneden_US
dc.subject離頻zh_TW
dc.title考慮離頻效應之多元調諧質量阻尼器參數設計與減震效用zh_TW
dc.titleParametric Design and Vibration Control of Multiple Tuned Mass Damper with Considering Detuned effecten_US
dc.typeThesis and Dissertationzh_TW
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