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研究生:林保隆
研究生(外文):Lin Poal Lung
論文名稱:扭轉耦合結構之系統識別與調諧質量阻尼器之最佳設計
論文名稱(外文):System Identification and Optimal Design of Tuned Mass Dampers for Torsionally-Coupled Structures
指導教授:林其璋林其璋引用關係
指導教授(外文):Chi-Chang Lin
學位類別:碩士
校院名稱:國立中興大學
系所名稱:土木工程研究所
學門:工程學門
學類:土木工程學類
論文種類:學術論文
論文出版年:1995
畢業學年度:83
語文別:中文
論文頁數:120
中文關鍵詞:扭轉耦合
外文關鍵詞:Torsionally-Coupled
相關次數:
  • 被引用被引用:3
  • 點閱點閱:120
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裝設主/被動結構振動控制系統以降低結構受強烈外力(如風或地震等)作
用下之動態反應,已引起國內外學術界與工程界的研究興趣。對於新建結
構,應用振動控制理論配合傳統耐震設計將可達到更經濟之目標;而對於
現存耐震能力不足的結構,裝設振動控制系統亦可達到補強的目的。無論
新舊結構欲裝設振動控制裝置,均需了解原主結構之動態特性,方能進行
振動控制裝置之最佳設計。而實際結構由於質心與剛心位置不一致,其振
動反應具有扭轉耦合效應,欲了解此類結構之真實動態特性,利用實際結
構振動量測進行系統參數識別是最佳且最可行的途徑,故系統識別配合振
動控制十分重要。本文探討扭轉耦合結構裝設調諧質量阻尼器之最佳設計
與其系統識別。應用一套結構系統識別技巧,不需要量測結構系統之受力
,僅依據部份反應量測即可計算出扭轉耦合結構完整的模態參數。首先,
應用隨機遞減法化簡量測反應以萃取該量測位置由於起始位移所引致之自
由振動反應,進而依亞伯拉罕時域模態參數識別法計算結構之模態頻率、
阻尼比以及振態;因量測不足,故本文提出一振態插值法以求得未量測位
址之振態值。同時,應用所識別的主結構模態頻率、阻尼比以及振態,進
而計算調諧質量阻尼器之最佳設計參數。本文以五層扭轉耦合剪力樓房結
構為例,驗證系統識別技巧之準確性;並以裝設單一或二個調諧質量阻尼
器之單層扭轉耦合剪力樓房結構驗證本文所發展之調諧質量阻尼器的振動
控制效用。

The use of active and passive control devices such as Tuned
Mass Damper (TMD) has become an area of considerable research
interest recently. It is gaining more acceptance not only for
the design of new structures but also for the retrofit of
existing structures to improve structural safety. Designing an
optimum TMD requires the prior knowledge of modal properties of
the controlled structure. For a real building structure, the
lateral and torsional motions are coupled if the centers of
mass and resistance do not coincide. Therefore,it is of great
importance that system identification of torsionally-coupled
buildings using real response measurements be carried out in
conjunction with the design of optimal TMDs. In this study, an
optimum design procedure and system identification technique
are developed to evaluate the modal parameters of a torsionally-
coupled structure with TMD based only on partial response
measurements. First, a random decrement method is employed to
reduce the measured response data to extract free vibration
responses at each measured location. Then, the Ibrahim time
domain technique is applied to calculate the modal parameters.
To obtain the complete mode shapes, an interpolation method is
also developed to calculate the mode shape value for the
locations without measurement. Based on the identified modal
parameters, an optimum TMD is determined. Numerical example of
a five-story torsionally-coupled building shows that the
proposed system identification technique is able to identify
structural dominant modal parameters and responses accurately
even with small number of measurements. In addition, a single
story torsionally-coupled building with one or two optimal TMDs
is used to verify that the proposed optimum TMD can reduce the
building responses significantly.

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