https://scholars.lib.ntu.edu.tw/handle/123456789/61980
DC 欄位 | 值 | 語言 |
---|---|---|
dc.contributor | 王富正 | en |
dc.contributor | 臺灣大學:機械工程學研究所 | zh_TW |
dc.contributor.author | 陳呈瑋 | zh |
dc.contributor.author | Chen, Cheng-Wei | en |
dc.creator | 陳呈瑋 | zh |
dc.creator | Chen, Cheng-Wei | en |
dc.date | 2007 | en |
dc.date.accessioned | 2007-11-28T07:54:46Z | - |
dc.date.accessioned | 2018-06-28T17:02:47Z | - |
dc.date.available | 2007-11-28T07:54:46Z | - |
dc.date.available | 2018-06-28T17:02:47Z | - |
dc.date.issued | 2007 | - |
dc.identifier | zh-TW | en |
dc.identifier.uri | http://ntur.lib.ntu.edu.tw//handle/246246/61319 | - |
dc.description.abstract | 在本論文中,我們將討論建築物之隔震模型及應用一個新的機械元件-慣質-於建築物之隔震設計,並探討其性能增益。慣質是由機械系統與電子網路系統彼此間的不對稱性中發現的,用以取代機械系統中的質量元件使得機械與電子網路對應更加完美。慣質在汽車、摩托車與火車的懸吊系統上已證實可以提升隔震性能,在本論文中我們將加入慣質於房屋懸吊系統設計,並分別討論對於剛體建築模型、彈性柱建築模型與樑柱構架建築模型之隔震性能,最後我們將針對一個真實的建築物模型-信基大樓,探討慣質之隔震助益。從模擬結果可知,慣質的確可以有效地降低地震與交通引起的震動。 | zh_TW |
dc.description.abstract | This thesis discusses the application of a new mechanical element, called Inerter, to building suspension control. The Inerter was proposed as a real two-terminal mechanical element, which is a substitute for the mass element, with the applied force proportional to the relative acceleration across two terminals. Ideal Inerter have been applied to vehicle, motorcycle and train suspension control, where significant performance improvement was noticed. In this thesis, idea Inerter are adopted to explore the application to building suspension control with traditional suspension systems. To investigate the performance benefits of building suspension with Inerter, three building models - rigid body Building model, flexible column model, and portal frame model - were proposed to analyze the performance using selected performance indices. Finally, we apply the ideas to a real building model – Shin Ji building. From the simulation results, Inerter were deemed effective in reducing vibrations from earthquakes and traffic. | en |
dc.description.tableofcontents | 第一章 序論 1 1.1 研究動機與背景 1 1.2 文獻回顧 2 1.2.1 建築物防震方法 2 1.2.2 隔震結構類型 7 1.3 隔震建築的簡介與技術 9 1.4 慣質的介紹 13 1.5 隔震性能 15 1.5.1 Insertion Gain 15 1.5.2 Power Flow Insertion Gain 16 第二章 建築物剛體模型分析 17 2.1 二維剛體模型的建立 17 2.1.1 動態方程式 19 2.2 性能指標 與 21 2.2.1 指標 21 2.2.2 指標 22 2.2.3 與 指標之物理意義 23 2.3 二維剛體隔震建築模擬分析 24 2.3.1 鉛直方向 25 2.3.2 水平方向 30 2.4 多重剛體隔震層 38 2.4.1 轉移函數IG 39 2.4.2 模擬結果 40 2.5 剛體結論 45 第三章 建築物彈性柱模型分析 46 3.1 彈性柱模型之建立 46 3.1.1 動態方程式 46 3.1.2 的求法 48 3.1.3 建築物頂端的轉移函數 50 3.2 彈性柱隔震建築物之模擬分析 51 3.2.1 optimisation 51 3.2.2 optimisation 57 3.3 彈性柱建築模型結論 63 第四章 建築物樑柱構架房屋模型 65 4.1樑柱構架模型隔震之分析 66 4.2 樑柱構架隔震性能模擬結果 75 4.2.1 optimzation 77 4.2.2 optimization 82 4.3 樑柱構架模型結論 88 第五章 真實案例 - 信基大樓 89 5.1 信基大樓模型之建立 89 5.2 慣質隔震器 95 5.2.1 S2最佳化結果 97 5.2.2 S3最佳化結果 102 5.3 另外一種最佳化性能性能指標 106 5.3.1 S2最佳化結果 107 5.3.2 S3最佳化結果 111 5.4 信基大樓結論 115 第六章 總結與未來展望 117 6.1 總結 117 6.2 未來展望 119 附錄A 120 參考文獻 122 | zh_TW |
dc.language | zh-TW | en |
dc.language.iso | en_US | - |
dc.subject | 機械元件,慣質,剛體,彈性柱,樑柱構架,信基大樓 | en |
dc.subject | mechanical element, inerter, rigid body, flexible column, portal frame , Shi Ji building, suspension system. | en |
dc.title | 慣質於建築物懸吊系統之應用 | zh |
dc.title | Apply Inerter to Building Suspension Systems | en |
dc.type | thesis | en |
dc.relation.reference | [1] A.J. Alder and K.N.G. Fuller, Elastonmeric isolation mounts for buildings and structures: from design to installation. Proceedings of the Institute of Acoustics, 1999, 21(3), pp.17-25. [2] A.K. Sharif, Dynamic performance investigation of base -isolated structures. Ph.D. dissertation, Imperial College of Science, Technology and Medicine, 1999. [3] C. Papageorgiou and M.C. Smith, Positive Real Synthesis Using Matrix Inequalities for Mechanical Networks: Application to Vehicle Suspension, IEEE Trans. on Contr. Syst. Tech. 14 (2006), pp. 423–435. [4] D.P. Cryer, Modelling of vibration in buildings with application to base isolation, Ph.D. dissertation, University of Cambrudge,1994. [5] D.E. Newland, Mechanical Vibration Analysis and Computation. Longman, 1989. [6] F.C. Wang and C.H. Yu, et al. The Performance Improvements of Train Suspension Systems with Inerters, Proceedings of the 45th IEEE Conference on Decision and Control, pp. 1472-1477, San Diego, CA, USA December, 2007. [7] Farzad Naeim, J.M. Kelly, Design of seismic isolated structures, 1999. [8] F.C. Wang and W.J. Su, The Impact of Inerter Nonlinearities on Vehicle Suspension Control, submitted to Vehicle System Dynamics. [9] H. Hao et al., Building vibration to traffic-induced ground motion. Building and Environment, 2001, 36, pp321-336. [10] J.P. Talbot, and H.E.M. Hunt, The effect of side-restraint bearings on the performance of base-isolated buildings, Proc I Mech. E. 2003 Part C 217, 849-859. [11] J.P. Talbot and H.E.M. Hunt, A generic model for evaluating the performance of base-isolated buildings, J. Low Frequency Noise , Vibration and Active Control,2003, Vol. 22(3) 149-160 [12] J.M. Kelly, A seismic base isolation: review and bibliography, Soil Dynamics and Earthquake Engineering, 5, No.3, 1986, pp.202-216. [13] J.M. Kelly, Base Isolation : Linear theory and Design, Earthquake Spectra, No.2, 1990, pp.223-244. [14] J.C. Doyle, B.A. Francis and A.R. Tannenbaum, Feedback Control Theory, Maxwell Macmillan, 1992. [15] K.H. Chua et al., Building response due to subway train traffic. Journal of Geotechnical Engineering, American Society of civic Engineers, Nov. 1995, pp.747-754. [16] M.C. Smith, and F.C. Wang, Performance Benefits in Passive Vehicle Suspensions Employing Inerters. Vehicle System Dynamics 42 (4): 235-257 OCT 2004. [17] M.C. Smith, Synthesis of mechanical networks: The inerter, IEEE Transactions on Automatic Control, v 47, n 10, October, 2002, p 1648-1662 [18] R.L. Mayes, Design of Structures with Seismic Isolation, The Seismic Design Handbook, Edited by Naeim, F.,1989. [19] R. A. Waller, Building on Springs. Pergamon Press,1969 [20] R.W. Clough and J. Penzien, Dynamics of Structures, Second Ed., McGraw-Hall ,New York,1993. [21] R. M. Thornely-Taylor, Modeling of vibration and ground - borne noise from underground railway tunnels by a finite difference method. Proceedings of the 6th International Congress on Sound and Vibration, Copenhagen, Denmark, 1999. International Institute of Acoustics and Vibration. [22] R.S. Langley, Analysis of power flow in beams and frameworks using the direct-dynamic stiffness method. Journal of Sound and Vibration, 1990, 136(3), pp.439-452. [23] S. Evangelou, D.J.N. Limebeer, R.S. Sharp and M.C. Smith, Steering Compensation for High-Performance Motorcycles, Proceedings of the 43rd IEEE Conference on Decision and Control, Paradise Island, Bahamas, 14-17 December, 2004, pp. 749–754. [24] Y. J. Lee, C. H. Cheng, and K. Z. Y. Yen, "Active Seismic Vibration Control for High-Rise Buildin gs", 7th Annual MSC Taiwan Users’ Conference, Taipei, Taiwan, Dec. 1995. [25] William F, Mechanics of materials,6th ed , Hoboken,N.J. c2007. [26] 武田壽一, 1989, 構造物ソ免震防振制振, 技報堂. [27] 楊永斌, 王泓文, 1995, 結構物受水平與垂直地震作用下之反應, 國立台灣大學土木工程研究所碩士論文. [28] 徐茂盛, 王富正, 2005, 慣質觀念之實現及在建築物減震之應用, 國立台灣大學機械工程研究所碩士論文. [29] | zh_TW |
item.languageiso639-1 | en_US | - |
item.fulltext | no fulltext | - |
item.grantfulltext | none | - |
item.openairetype | thesis | - |
item.openairecristype | http://purl.org/coar/resource_type/c_46ec | - |
item.cerifentitytype | Publications | - |
顯示於: | 機械工程學系 |
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