本文旨在針對單自由度梁柱結構及雙自由度梁柱結構，在特定地震力作用下，於未加阻尼器及加阻尼器時各種結構型式下，利用電腦軟體求出地震歷時位移及地震歷時加速度圖。
吾人可在歷時分析過程中，將時間分段截取反應值，並針對預設之反應允許值求取破壞機率(超越機率)，可知不論以位移或加速度作為破壞機率衡量，結構破壞機率均與設定允許破壞標準值存在相對遞減關係。由本文分析單、雙自由度結構，適當加裝液流阻尼器後，不論在結構位移及加速度皆可有效降低破壞機率，達到耐震補強之功能。

This research mainly aims at exploring the aseismic ability of the beam-column structure refitted by the fluid damper.
Two beam-column structural cases are employed in the numerical simulation of this paper .The first one is the case with a single degree of freedom, the other one is two degrees of freedom. The acceleration data of El Centro earthquake is given as the excitation force. The failure probability is calculated according to the failure value self-defined. In terms of the results of the numerical analysis, it can draw a conclusion that displacement and acceleration failure probability can be reduced effectively by the way of a fluid damper strengthening.

1.P. C. Chang and S. S. Liu, (2003), “Recent Research in Nondestrctive Evaluation of Civil Infrastrucures” J. of Materianlin Civil Engineering, ASCE June, pp.298-304
2.J. Zhu and J. S. Popovics, (2002),“Non-contact detection of surface waves in concrete”
3.J. M. Lin and M. J. Sansalone, (1996), “Impact-echo studies of interfacial bond quality in concrete: Part I-Effects of unbonded 950 fraction of area” , ACI Mater J.93, pp 223-232.
4.J. M. Lin, M. J. Sansalone and R. Poston, (1996), “Impact-echo studies of interfacial bond quality in concrete: Part II-Effects of bond tensile strength”, ACI Mater J.93,pp 318-326.
5.G. Fu. and A. G. Moosa, (2002).“An optical approach to structurals displacement measurement and its application”. J. of Eng. Mech. (128), pp511-520
6.S. W. Doebling, C. R. Farrar, M. B. Prime and D.W. Sheviz (1966), “Damage identification and health monitoring of structural and mechanical systems from changes in then vibration characteristics: A literature review.” Rep. No LA-13070-MS, Los Alamos National Laboratory. Los Angeles.
7.D. F. Mazurek, and J. T. Dewolf (1990), “Modal analysis for damage detecdtion in structures.” J.Structe Eng. 116(9). pp2532-2549.
8.G. Hearn, and R.B. Tesga, (1991),“Modal analysis for damage detecdtion in structures.” J. Structe Eng., 117(10). Pp3042-6063.
9.J.R.Casas,and A.C.Aparicio,(1994).“Structural damage identification from dynamic-test data.”J.Struct. Eng.120(8) pp2437-2450
10.C. R. Farrar et. al. (1994), “ Dynamic characterization and damage detedtion in the I-40 bridge overt the Rio Grande.” Rep No.LA-12767-MS, Los Alamos National Laboratory, Los Angeles.
11.譯者吳忠敏、陳銘坤，原著者Gerald Keller,Brain Warrack,Kenry Bartel，「統計學上冊 STATISTICS for management and Economics Abbreviated Edition」，民國八十六年六月，東華書局， (P.124~125) 。
12.王文中，「統計學與Excel資料分析之實習應用」，民國八十九年十月，博碩文化，(P.109~110) 。
13.S. Y. Chu, T. T. Soong and A. M. Reinhorn, (2005), “Active, Hybrid and Semi-Active Structural Control”, John Wiley, New York. p187-189.
14.林永盛,“基礎結構動力”下冊，民國八十六年十二月，文笙出版社。
15.M. C. Constantionu, and M. D. Symans (1992),“Experimental and analytical Investigation of seismic of structures with supplemental fluid viscous dampers ”Report No.NCEER-95-0032, National Center for Earthquake Engineering Research, SUNY at buffalo, New York.
16.T. T. Soong and M. C.Constantionu, (1994), “Passive and Active Structural Vibration Control in Civil Engineering”, Springer-Verlag, New York.
17.D. P. Taylor, (1996), “Fluid Dampers for Applications of Seismic Energy Dissipation and Seismic Isolation”, Eleventh Word Conference on Earthquake Engineering, No. 798.
18.A. M. Reinhorn, C. Li, and, M. C. Constantinou (1995), “experimental and Analytical Investigation of Seismic Retrofit of structures with Supplemental Damping, Part 1 – Fluid Viscous Damping Devices”, Published as Report NCEER-95-0001, by the National Center or Earthquake Engineering Research, State University of New York at Buffalo.
19.P. Tsopelas, S. Okamoto, M. C. Constantinou, D. Ozaki, and S. Fujii, (1994), “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.
20.盧思源, “矽液對液流阻尼器效能影響之研究”，國立成功大學土木工程研究所碩士論文，民國八十九年六月。
21.王冠凱, “液流阻尼器全尺寸結構防振功能之振動台測試”, 國立成功大學土木工程研究所碩士論文, 民國九十一年六月。
22.周尚儀, “液流阻尼器高頻特性之研究”, 國立成功大學土木工程研究所碩士論文, 民國八十八年六月。
23.徐德修、李永峰，「載荷100噸級液流阻尼器特性試驗及技術推廣之預備工作」，中興工程顧問社技術報告，民國九十三年八月。
24.徐德修、吳騏，「模糊控制與半主動磁流變阻尼器於結構減震之應用」，中華民國第十三屆模糊理論及其應用會議，9/30~10/1,2005。
25.謝岱穎，「磁性流變流體之調至及其物性之研究」，國立成功大學土木工程研究所碩士論文，民國九十四年六月。
26.郭銘修，「低功率磁流變阻尼器物理特性之研究」，國立成功大學土木工程研究所碩士論文，民國九十四年六月。
27.徐德修、李永峰 「高壓阻尼器之研發」，中興工程社研究報告，民國九十四年九月。
28.徐德修、蕭珮芳、李永峰、侯建元(Sept.2005)「液流阻尼器在高科技廠房之減震應用」，電子計算機於土木水利工程應用研討會，國立成功大學土木工程學系，中華民國土木水利工程學會，民國九十四年九月1~2日，台南，第465~470頁
29.張士賢，「樓房結構加裝線性液流阻尼器之動力行為探討」，國立成功大學土木工研究所碩士論文，民國九十年六月。
30.唐治平、柯孝勳(2005)，「增效式阻尼裝置鋼筋混凝土樓房結構耐震強之應用研究」，結構工程，第二十卷，第三期
31.內政部建築研究所(2000.9)，「台北市既有RC建築物之地震反應及實
際耐震安全評估(二)成果報告。