本文目的在探討增效式阻尼裝置應用於增加樓房結構阻尼比，使其成為高阻尼比結構系統，進而大量提昇其耐震能力之效果，經由理論分析、數值計算、振動台實驗驗證與實際案例分析，瞭解各相關因素之影響，並發展出適合在樓房耐震設計及耐震補強應用之裝置系統。
研究內容包括：
(1)以理論分析與數值計算之方式，探討增效式阻尼裝置提高樓房結構阻尼比之程度，與降低樓房地震反應、提昇樓房耐震能力之有效性。
(2)利用振動台實驗，探討理論分析與數值計算之準確性與其使用之限制條件。
(3)依據計算容易與結果安全之原則，建立安裝增效式阻尼裝置鋼筋混凝土樓房耐震分析、設計與補強之方法與流程。
(4)根據所提之設計方法與流程，以一實際案例探討其可行性與成效。
研究結果顯示：
(1)安裝增效式阻尼裝置確實可大量提昇樓房結構之阻尼比，並大幅降低其受震後之反應，進而提昇結構物之耐震能力。
(2)應用本文所提方法調整各樓層阻尼係數後，可使用反應譜分析法分析安裝增效式阻尼裝置之樓房結構系統之地震反應，獲得保守的結果，供工程耐震設計或補強之應用。
(3)本文定義一擬速度SV估算方法，可據以計算地震作用下液流阻尼器之最大阻尼力，便於利用反應譜分析法分析加裝增效式阻尼裝置之樓房結構地震反應，其計算結果可供設計時使用。
(4)本文提出應用增效式阻尼裝置於鋼筋混凝土樓房之新建與耐震補強設計流程，並以一實例進行耐震補強設計計算，可供工程界參考應用。

The objective of the present study is to investigate the effectiveness of the efficiency-enhanced damping system (EDS) on the reduction of vibrations of a structure with these systems to earthquakes. Also, the extent of enhancement for the damping ratio of a civil structure with the EDS and the aseismic capability of the structure have been studied. In addition, factors related to the effectiveness of vibration reductions have been studied numerically and experimentally. It is expected that a damping system which is suitable for use on buildings can be developed.
Topics of study are as follows:
(1)To investigate theoretically and numerically the feasibility and the effectiveness of the EDS on the improvement of the aseismic capability of the buildings.
(2)To verify the accuracy of results and the related limitations of the theoretical analysis and numerical simulation using the shaking table experiments.
(3)To develop the methods of analysis and procedures for seismic design and retrofitting of buildings with the EDS, especially for the RC building.
(4)To perform the aseismic retrofitting analysis and design of a real RC building damaged in earthquake for demonstration.
The results of the present study are as follows:
(1)The damping ratio of a building structure can be largely increased and the seismic responses of the building can be reduced by using the EDS. Along this line, the aseismic capability of the building can be improved extensively.
(2)The seismic responses of a building with the EDS can be analyzed by using the response spectrum method to obtain the conservative results for design or retrofitting of buildings if the damping coefficients of the device systems have been adjusted following the rule proposed in the present study.
(3)The pseudo relative velocity (SV ) used to estimate the maximum damping forces developed in the fluid dampers of the EDS during earthquakes has been proposed which can be obtained by using the method of response spectrum analysis.
(4)The method of analysis and the design procedures for establishing and seismic retrofitting of the RC building with the EDS have been proposed. In addition, the seismic retrofitting of a real 15-story RC building has been analyzed and designed for illustration.

1.Yang, J. N.,“Overview of Protective System”, Workshop on Application of Various Protective Systems to Bridge and Structure, Taipei, Taiwan, pp.1-86, 1996.
2.唐治平、李維森等，“橋梁結構耐震、隔震及減震技術之應用研究”，行政院公共工程委員會研究報告第123號，2001。
3.Constantinou, M. C. and M. D. Symans,“ Experimental Study Of Seismic Response Of Buildings With Supplemental Fluid Dampers”, The Structural Design of Tall Buildings, Vol.2, pp.93-132, 1993.
4.徐德修、李永峰，“結構液體阻尼器之設計及應用”，結構工程，第十三卷，第二期，pp.31-42，1998。
5.Makris, N.,“Lecture Notes on Liquid Dampers for Seismic Protection Applications”, Workshop on Applications of Various Protective Systems to Bridge Structures, Taipei, Taiwan, ROC, pp.143, 1996.
6.Tang , J. P. , J. S. Lee and W. S. Li, “Study on a New Energy – Dissipation Device System for Bridges”, Proceedings, National Science Council ROC(A), Vol.20, No 5, pp.573-585, 1996.
7.唐治平、李建生，“橋梁用增效式阻尼裝置研究”，中國土木水利工程學刊，第九卷，第四期，pp.593-603，1997。
8.唐治平、李維森，“具增效式阻尼裝置橋樑模型之振動台實驗”，中國土木水利工程學刊，第十一卷，第二期，pp.163-173，1999。
9.李維森，“線性液體阻尼器於橋梁耐震工程上之應用研究”，博士論文，國立中央大學土木工程學系，1997。
10.Constantinou, M.C., T. T. Soong and G. F. Dargush,“Passive Energy Dissipation Systems For Structural Design And Retrofit”, MCEER Monograph, Multidisciplinary Center for Earthquake Engineering Research, Buffalo, New York, 1998.
11.Tsopelas, P., S. Okamoto, M. C. Constantinou, D. Ozaki and S. Fujii,“Experimental and Analytical Study of Systems Consisting of Sliding Bearings, Rubber Restoring Force Devices, and Fluid Dampers”, Published as Report NCEER-94-0002, by the National Center for Earthquake Engineering Research, State University of New York at Buffalo, 1994.
12.Reinhorn, A. M. and M. C. Constantinou,“Experimental and Analytical Investigation of Seismic Retrofit of Structures with Supplemental Damping: Part 1-Fluid Viscous Damping Devices” Technical Report NCEER-95-0001, National Center for Earthquake Engineering Research, SUNY at Buffalo, New York, 1995.
13.Kageyama, M., O. Yoshida and Y. Yasui,“A Study on an Optimal Damping System for Interconnected Double Frame Structures”, Proceeding of the 9th Japan Earthquake Engineering Symposium, Vol.2, pp.1855-1860, 1994.
14.陳建仲，“多自由度結構系統碰撞實驗之研究”，碩士論文，國立台灣科技大學營建工程研究所，1997。
15.李建群，“阻尼緩衝器對結構碰撞減緩之影響”，碩士論文，國立台灣科技大學營建工程研究所，1999。
16.許伯銓，“液流阻尼器之特性分析及應用”，碩士論文，國立成功大學土木工程研究所，1997。
17.徐德修、侯建元、李永峰、周尚儀，“液流阻尼器高頻特性之研究”，第十五卷，第三期，pp.3-19，2000。
18.陳信元，“液流阻尼器物理特性之研究”，碩士論文，國立成功大學土木工程研究所，2001。
19.高志宏，“液流阻尼器數學模型之研究”，碩士論文，國立成功大學土木工程研究所，2001。
20.金高徹，“結構消能裝置最佳位址之探討”，碩士論文，國立中興大學土木工程研究所，1999。
21.Wu, Bo, Jin-Ping Ou and T.T. Soong, “Optimal placement of energy dissipation devices for three-dimensional structures”, Engineering Structures. Vol. 19. No. 2, pp113-125, 1997.
22.Furuya, O.,　H. Hamazaki and　S.　Fujita,“Proper placement of energy absorbing devices for reduction of wind-induced vibration caused in high-rise buildings”, Journal of Wind Engineering and Industrial Aerodynamics , 1998.
23.FEMA,“1994 NEHRP Prcommended Provisions for Seismic Regulations for New Buildings”, Report No.FEMA 222A, Washington, D.C. , 1995.
24.張士賢，“樓房結構加裝線性液流阻尼器之動力行為探討”，碩士論文，國立成功大學土木工程研究所，2001。
25.黃尹男，“使用線性黏性阻尼器建築結構之耐震試驗與分析”，碩士論文，國立台灣科技大學營建工程研究所，2000。
26.Constantinou, Michael C., P. Tsopelas, W. Hammel and A. N. Sigaher,“Toggle-Brace-Damper Seismic Energy Dissipation Systems”, Journal of Structural Engineering, ASCE, Vol.127, No. 2, pp105-112, 2001.
27.徐敏哲，“液流阻尼器菱形機構之設計及應用”，碩士論文，國立成功大學土木工程研究所，2002。
28.黃震興，“台灣有關隔震消能控制技術之工程應用實例”，海峽兩岸結構抗風減震工程實務研討會論文集，新竹市，pp.12-18，2004。
29.Taylor Devices Seismic Dampers and Seismic Protection Products. http://www.taylordevices.com/3seismic.htm
30.Clough, R. W. and J. Penzien,“Dynamic of Structures”, McGraw- Hill, N.Y., pp.121 .
31.Wilson, E. L. and A. Habibullah,“SAP90－Structural Analysis User''s Manual”, Computers and Structures, Inc., Berkeley, California, U.S.A., 1992 .
32.黃文騫、陳清源，“ SIMQKE程式之簡介及應用”，結構工程，第一卷，第一期，pp.53-57，1986。
33.張國鎮、朱毅倫、林裕淵、蔡孟豪，“加黏彈性阻尼器實尺寸鋼結構振動台實驗與分析”，國家地震工程研究中心，NCREE-99- 029，1999。
34.“ Using MATLAB”, The Math Works, Inc., Natick, Massachusetts, U.S.A., 1999 .
35.Werner, S. D., M. B. Levine and J. L. Beck,“Seismic Response Characteristics of Meloland Road Overpass During 1979 Imperial Valley Earthquake”, Technical Report, Agabiaan Associates, 1985.
36.彭立德，“橋梁系統識別方法研究”，碩士論文，國立中央大學土木工程研究所，1987。
37.葉春田，“頭前溪橋地震資料分析”，碩士論文，國立中央大學土木工程研究所，1997。
38.Wilson, Edward L. etc., “SAP2000 Analysis Reference”, Computers and Structures, Inc., Berkeley, California, U.S.A., 1999.
39.內政部營建署，“建築物耐震設計規範及解說”， 1997。
40.唐治平、柯孝勳，“建築物震後安全與耐震能力評估”，結構工程，第十五卷，第三期，pp.21-35，2001。
41.何明錦、蔡益超、陳清泉等，“鋼筋混凝土建築物耐震能力評估法及推展”，內政部建築研究所專題研究計畫成果報告，1999。
42.Habibullah, A.,“ETABS—User’s manual”, Computers and Structures, Inc., Berkeley, California, U.S.A., 1994 .
43.蕭興臺、宋永鑾、廖肇昌，“鋼筋混凝土構件鋼鈑補強工法之探討”，結構工程，第九卷，第四期，pp.79-96，1994。
44.李有豐、施邦築等，“混凝土結構物維修補強方法介紹”，土木技術，第五期，pp28-52，1998。
45.陳正平、吳傳威、王森源等，“鋼結構設計手冊（容許應力法）CSSE 86-05A”，中華民國結構工程學會，1997。
46.施邦築、李有豐、朱國棟，“RC結構補強之材料與工法”，土木技術，第五期，pp118-127，1998。
47.蔡益超等，“建築物耐震設計規範及解說修訂草案”，內政部建築技術審議委員會，2002。