Please use this identifier to cite or link to this item: http://hdl.handle.net/11455/15925
DC FieldValueLanguage
dc.contributor吳文華zh_TW
dc.contributor朱世禹zh_TW
dc.contributor盧煉元zh_TW
dc.contributor.advisor林其璋zh_TW
dc.contributor.advisorChi-Chang Linen_US
dc.contributor.author楊庭維zh_TW
dc.contributor.authorYang, Ting-Weien_US
dc.contributor.other中興大學zh_TW
dc.date2010zh_TW
dc.date.accessioned2014-06-06T06:54:43Z-
dc.date.available2014-06-06T06:54:43Z-
dc.identifierU0005-0408200915373100zh_TW
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(1999), Semi-active control systems for seismic protection of structures: a state-of-the-art review, Engineering Structures, 21: 469-487. Wang, J. F. and Lin, C. C. (2005), Seismic Performance of Multiple Tuned Mass Dampers for Soil-Irregular Building Interaction Systems, International Journal of Solids and Structures, 42(20): 5536-5554. Wang, Y. P., Chung, L. L. and Liao W. H. (1998), Seismic response analysis of bridges isolated with friction pendulum bearings, Earthquake Engineering and Structural Dynamics, 27(10):1069-1093. Wang, Y. P. and Liao, W. H. (2000), Dynamic analysis of sliding structures with unsynchronized support motion, Earthquake Engineering and Structural Dynamics, 29: 297-313. Wiesner, K. B. (1979), Tuned Mass Dampers to Reduce Building Wind Motion, ASCE, Convention and Exposition, Boston, Mass., April 2-6. Xu, K. and Igusa, T. (1992), Dynamic characteristics of multiple substructures with closely spaced frequencies, Earthquake Engineering and Structural Dynamics, 21: 1059-1070. Xu, Y. L., Qu, W. L. and Chen, Z. H. (2001), Control of wind-excited truss tower using semi-active friction damper, Journal of Structural Engineering, ASCE,127(8): 861-868. Yamaguchi, H. and Harnpornchai, N. (1993), Fundamental characteristics of multiple tuned mass dampers for suppressing harmonically forced oscillations, Earthquake Engineering and Structural Dynamics, 22: 51-62 Yang, J. N., Akbarpour, A. and Ghaemmaghami, P. (1987), New optimal control algorithms for structural control, Journal of Engineering Mechanics, ASCE,113(9): 1369-1386. 林錦隆、王哲夫、林其璋 (2008),摩擦型半主動TMD於結構抗震之應 用,中華民國力學學會第三十二屆力學會議,嘉義巿,11月28-29 日。 楊正文 (2006),多元調諧質量阻尼器之設計參數比較分析,國立中興 大學土木工程研究所碩士論文. 賴裕光 (2007),滾動摩擦消能裝置。中華民國專利,證書號數: I282395。 盧煉元、林錦隆 (2008),模糊控制器於半主動摩擦阻尼器減震之應 用,中國土木水利工程學刊(EI)。 鍾立來,呉賴雲,林昭葳,黃國倫,曾建創,連冠華 (2005),結構加裝圓 棒型加勁阻尼器之動力分析及試驗驗證,國家地震中心研究報告,報 告編號:NCREE-05-024. 鍾立來、吳賴雲、陳宣宏、黃旭輝、張忠信、林廷翰 (2007),摩擦鐘 擺型調諧質塊阻尼器之最佳化設計研究,國家地震工程研究中心報 告。 鍾立來、吳賴雲、陳宣宏、黃旭輝 (2008),FPS型TMD之最佳理論與設 計參數之靈敏度分析,中華民國第九屆結構工程研討會,台灣,高 雄。zh_TW
dc.identifier.urihttp://hdl.handle.net/11455/15925-
dc.description.abstract調諧質量阻尼器(Tuned Mass Damper, TMD),為質量塊-阻尼-彈簧所組成之系統,具有特定頻率與阻尼,依據調頻共振原理,將結構物承受之能量轉移於TMD,並利用TMD之阻尼消散能量,改變原結構之動態特性,降低主結構之動態反應。線性TMD最佳化理論發展已漸趨成熟,而非線性系統TMD最佳化理論研究仍在發展中。 本文所建議之摩擦型TMD即為一種非線性TMD,其利用摩擦機制取代傳統之黏滯阻尼器,以消散主結構傳至TMD之振動能量。本文主要探討被動摩擦多元TMD(Passive Friction Multiple TMD, PF-MTMD)可能於地震中進入黏著狀態而失去調頻和消能之能力。進而提出半主動摩擦多元TMD (Semi-active Friction Multiple TMD, SAF-MTMD),以有效改善PF-MTMD之缺點。 SAF-MTMD係由質量塊與半主動摩擦機構所構成,該系統可隨地震力特性與結構反應改變滑動摩擦力大小,且提供穩定之往復摩擦消能運動,配合防鎖摩擦 (Non-sticking Friction, NSF)控制律,可使SAF-MTMD系統於任何地震力大小下都能保持作動狀態,避免摩擦型MTMD因黏著而失去調頻與消能效用,提升減震能力。zh_TW
dc.description.abstractThe design and application of linear typed tuned mass damper(TMD) systems are well developed, nonlinear TMD systems are still developing.In this paper, statement about friction typed TMD system, which is one kinds of nonlinear TMD. Friction typed TMD energy dissipating by friction mechanism, there is no need for the installation of extra damping device. But passive friction multiple TMD(PF-MTMD) slip load is fixed and pre-determined value. The PF-MTMD may lose its tuning and energy dissipating ability when the PF-MTMD is in its stick state. In order to overcome this problem, a semi-active friction multiple TMD(SAF-MTMD) in this paper. SAF-MTMD is composed of a mass and a semi-active friction device (SAFD). The friction forces of the SAFD is controllable. A non-sticking friction (NSF) control law, which is able to keep SAF-MTMD activated throughout an earthquake with arbitrary intensity, was conducted. The performance of PF-MTMD and SAF-MTMD for protection of seismic structures was investigated numerically.en_US
dc.description.tableofcontents謝誌 i 中文摘要 ii Abstract iii 目錄 iv 表格目錄 vi 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 1 1.3 本文內容 4 第二章 半主動摩擦MTMD系統(SAF-MTMD) 6 2.1 半主動摩擦TMD構造與原理 6 2.2 結構裝設SAF-MTMD運動方程式 7 2.3 防鎖摩擦控制律(NSF) 10 2.4 數值模擬方法 13 2.4.1 離散時間狀態方程式 13 2.4.2 摩擦力 之決定 14 第三章 SAF-MTMD最佳參數研究 19 3.1 數值模擬之參數設定 19 3.2 PF-TMD與PF-MTMD最佳參數 23 3.3 SAF-TMD與SAF-MTMD最佳參數 23 3.4 SAF-MTMD減振效益評估 24 3.5 離頻效應探討 27 第四章 SAF-MTMD於多自由度結構之減振效益 29 4.1 標竿構架簡介 29 4.2 數值模擬歷時反應比較 30 4.2.1 比較PF-MTMD與SAF-MTMD效能指標 31 4.2.2 歷時反應分析 31 4.3 不同PGA下系統反應比較 32 4.4 離頻效應之減振效益評估 33 第五章 結論與建議 35 參考文獻 37zh_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=U0005-0408200915373100en_US
dc.subjectMTMDen_US
dc.subject調諧質量阻尼器zh_TW
dc.subjectFriction Dampersen_US
dc.subjectSAF-MTMDen_US
dc.subjectSemi-active Friction Multiple TMDen_US
dc.subject多元調節質量阻尼器zh_TW
dc.subject摩擦消能zh_TW
dc.subject半主動控制zh_TW
dc.subject結構控制zh_TW
dc.title半主動摩擦多元調諧質量阻尼器於結構減振之應用zh_TW
dc.titleVibration Control of Seismic Structures Using Semi-active Friction Typed Multiple Tuned Mass Dampersen_US
dc.typeThesis and Dissertationzh_TW
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.openairetypeThesis and Dissertation-
item.cerifentitytypePublications-
item.fulltextno fulltext-
item.languageiso639-1en_US-
item.grantfulltextnone-
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