本論文內容主要分為三個部分：第一部分主要是在進行儀器和程式的介紹，這次所使用到的儀器種類眾多，且大部分都無法直接拿到工地進行使用，必須透過一些自行製作的輔助工具才有辦法在現場進行長時間量測，所以在第二章節部分主要就是在介紹這些量測儀器以及輔助工具，另外在此章節內還會介紹軟體的部分，包括使用Matlab自行撰寫的GUI繪圖程式以及進行了部分更新的監測程式。
第二部分是儀器架設以及實驗進行規劃，儀器架設規劃的部份主要在說明橋梁進行長期監測時儀器的佈置方式，當中也包括許在架設時所遇到的問題以及最後如何解決問題得過程，這些都會在第三章節說明。在實驗規劃部分，則是在說明如何規劃這次橋梁強制振動試驗，其中包括監測儀器架設、離心質量機架設、試驗流程…等等，這些規劃細節都會在第三章節中詳細地進行說明。
第三部分則是利用有限元素分析軟體進行試驗的模擬，主要目的是利用電腦模擬的方式和現場試驗數據進行分析比較，在本論文第四章節會把橋梁整體模型建置的過程非常清楚地說明，並對如何利用電腦設定強制振動試驗外力部分也進行非常完整的說明，讓讀者能清楚地了解到利用SAP2000建立模型的整個過程。最後第五章則是利用電腦運算所得出的數值和現地強制振動試驗所取得的數據進行分析與比較，這部分的分析比較主要分為三部分，包括橋梁自然頻率關係的比較、加速度數值以及鉛心支承墊(LRB)消能情況的比較，透過這三部分的交叉比較分析，就能更完整的了解到LRB對於預力混凝土橋梁整體行為的影響。

The content of the thesis is divided into three parts: The first part is to introduce the instruments and programs. A number of different kinds of instruments were used in the bridge experiment, but parts of them cannot be directly used to the field experiment, because a modification of the instruments is often required to fit the field environment. The second chapter shows the introduction part of these measuring instruments and aids. That chapter then also describes the required software including the Matlab GUI graphics program and partial update of the monitoring program written by the author.
The second part mentioned in Chapter three is to set up and test instruments for planning. Equipment planning sets up most of the major long-term monitoring of bridges in the description of the layout of the instrument, which also includes the problems and solution methods during the experiments. The experiment planning section shown in Chapter three explained how to perform the planning for the bridge forced vibration experiments, including the setup of the monitoring equipment, the MK-155U Eccentric Mass Vibrator System, and the required testing procedures. The details of these plans will be described in detail in the third chapter.
The third part is to use the finite element analysis software to perform the numerical simulation. The main purpose of this part is to compare between field test and finite element results. The fourth chapter presents the whole bridge model using the finite element method in detail, and how to use the computer to set the forced vibration test with appropriate external forces was also mentioned, so that one can clearly understand the finite element model using the SAP2000 software. The last chapter analyzes and compares the results of computer simulation data and force vibration test data. The comparison and analysis contain three parts, including the comparison of the bridge natural frequency, acceleration values and the energy dissipation of the LRB. Through the comparison and analysis, one can understand the LRB impact on the overall behavior of prestressed concrete bridges in detail.

[1]B. D. Zakic(1985),” General recommendation for vibration test in long term observation of concrete bridge structures”, Materials and Structures,Vol. 18,pp. 201-204.
[2]Bijaya Jaishi(2003),”Structural Finite Element Model Updating Using Ambient Vibration Test Results” ,ASCE ,Vol. 131,pp. 617-628.
[3]Cui Li Ju Hailing (2005), “Overview of Wireless Sensor Networks”, Journal of Computer Research and Development.
[4] C. S. Huang(1999),“Dynamic testing and system identification of a multi-span highway bridge”, Earthquake Engineering and Structural Dynamics, Vol. 28,PP. 857-878.
[5]Hogan, LS(2011),”Forced vibration testing of in situ bridge span”, Ninth Pacific Conference on Earthquake Engineering: Building an earthquake resilient society.
[6]Hongyi Li(2008),“Dynamic Response of a Highway Bridge Subjected to Moving Vehicles”, ASCE, Vol. 13,pp. 439-448
[7]J.S. Hwang(1994),”Equivalent elastic seismic analysis of base-isolated bridges with lead-rubber bearings”, Engineering Structures,Vol. 16,pp 201-209.
[8]J.S. Hwang(1994),”An Equivalent Linear Modal of Lead-Rubber Seismic Isolation Bearing” , Engineering Structures,Vol. 1,pp 528-536.
[9] Matthew J. Whelan(2008),”Wireless Vibration Monitoring for Damage Detection of Highway Bridges” ,SPIE, Vol. 6933.
[10] Michael Fraser(2008),“Sensor Network for Structural Health Monitoring of a Highway Bridge” ,ASCE, pp.11-24.
[11]Matthew J(2011),”Wireless vibration sensors track condition of highway bridges” ,SPIE, pp.1-3.
[12]Moses, F(1984),”Instrumentation For Weighing Truck-In-Motion For Highway Bridge Loads”, TRID.
[13]Muhammad Tariq Amin Chaudhary(2001),”Performance Evaluation of Base-Isolated Yama-Age Bridge with High Damping Rubber Bearing Using Recorded Seismic Data”, Engineering Structures,Vol. 23,pp 902-910.
[14]Ning Xu(2012).”A wireless sensor network For structural monitoring” , Sensys, pp 13-24.
[15]PC Chang. ”A case on bridge health monitoring using position sensitive detector technology”, SCI.
[16]Piotr Omenzetter (2013), “Forced And Ambient Vibration Testing Of Full Scale Bridges” , Earthquake Commission Research Foundation.
[17]R.L Nigbor. “Instrumentation System for Dynamic Monitoring of Bridges”
[18]Universiti Teknologi(2003). “Full Scale Vibration Test On a Concrete Bridge Subjected To Moving Truck” ,FEI.
[19]Venkata A. Kottapalli(2003),”Two-tiered wireless sensor network architecture for structural health monitoring” ,SPIE, Vol. 5057.
[20] Victor J. Hunt(1998)“Instrumental monitoring and nondestructive evaluation of highway bridges” ,SPIE, Vol. 3400.
[21]Wayne B Nelson(2004),”Accelerated Testing: Statistical Models, Test Plans, and Data Analysis” ,Wiley.
[22]Yang Wang (2006),“Vibration Monitoring of the Voigt Bridge using Wired and Wireless Monitoring Systems”, The Proceeding of 4th China-Japan-US Symposium on Structural Control and Monitoring.
[23]台灣公路總局(2008)，「公路橋梁耐震設計規範」。
[24] 林育祺(1997)，「鉛心橡膠隔震器之擬靜態與動態遲滯特性」，國立台灣工業技術學院營建工程技術研究所論文，台北。
[25] 張國鎮(2012)，「橋梁監測計畫第三階段成果報告」，台灣世曦股份有限公司。
[26]張國鎮(1999)，「南二高嘉南大圳北幹線一號排水橋隔震支承系統現場試驗簡介」，中華技術第十四期
[27]張國鎮(1994)，「國內首座隔震橋之設計與分析」，第二屆結構工程研討會。
[28]張文鴻(2012)，「以三維模型輔助橋梁目視檢測之研究」，國立中央大學土木研究所碩士論文，桃園。
[29]陳皇嘉(2005)，「裝設橡膠支承墊於橋梁縮尺模型之試驗與分析」，台灣大學土木工程研究所學位論文，台北。
[30]彭玉邦(2009) ，「SAP軟體應用於預鑄節塊橋柱分析之可行性研究」，台灣大學土木工程研究所學位論文，台北。
[31]廖垣銓(2006)，「裝設橡膠支承墊於縮尺雙垮橋梁模型之試驗與分析」，台灣大學土木工程研究所學位論文，台北。
[32]鄭宏彬(2007)，「隔震橋梁橫向部分束制之影響分析」，國立雲林科技大學營建工程研究所碩士論文，雲林。
[33]盧智宏(2011)，「含功能性支承橋梁位移設計法之研究」，台灣大學土木工程研究所學位論文，台北。
[34]張漢羽(2014)，「線性可差分變壓器用於自動化監測系統量測之研究」，成功大學土木工程研究所學位論文，台南
[35]邱建智(2012)，「監測自動化系統C 程式之建立」， 成功大學土木工程研究所學位論文，台南
[36]邱正龍(2015)，「」，成功大學土木工程研究所學位論文，台南
[37]北京金土木軟件公司、中國建築標準設計研究院(2012)，「SAP2000中文版使用指南(第二版)」，人民交通出版社。