台灣擁有許多日式木構造火車站，這些建築是日治時期遺留下來的文化資產，其存在說明了日本木造建築風格與技術傳入台灣的歷史。至今，這些日式木構造火車站最少都有將近60年的歷史，許多已老舊殘破而乏人問津，結構體的腐朽甚至可能危急其結構安全，若無適時的修護或補強，下次地震來臨時這些老舊殘破的日式木構造火車站可能因無法承受地震力而產生更嚴重的破壞。而在修護與補強之前需要一套可靠的評估方法來評估這些日式木構造火車站的結構是否有足夠的強度抵抗地震力。
　　因此，本論文的目的，主要是要藉由實驗了解日式木構造火車站柱梁接點的旋轉勁度及極限彎矩，探討其彎矩作用下的結構行為。在建立對於這些日式木構造火車站柱梁接點的基本知識之後，這些資料可以幫助建立結構評估方法，當需要修護或補強這些日式木構造火車站時，能有可靠的依據來判斷建築物是否足以抵抗地震。本論文首先將調查台灣日式木構造火車站的柱梁接點，了解其構法並根據構法進行分類。日式木構造火車站的柱梁接點可分為車站主體的柱梁接點及簷廊空間的柱梁接點兩種，由於簷廊空間的柱梁接點易於調查，因此本論文擬針對簷廊空間的柱梁接點進行調查及構法分析。
　　歸納調查結果後可知，台灣的日式木構造火車站簷廊柱梁接點主要包含六種形式，本論文將選擇最普遍的一種接點形式以實驗了解其結構特性。同時根據調查，這類柱梁接點其構法上的差異主要在梁深、斜撐跨距、以及木栓等三方面，實驗的重點即探討這三個因素的變異對於接點結構特性的影響，尤其是簷廊柱梁接點的旋轉勁度及極限彎矩。這些資料將有助於日式木構造火車站簷廊柱梁接點結構評估模型的建立，未來可藉由進一步的實驗來提高評估模型的可靠度。

　　In Taiwan, there are a lot of Japanese-style timber train stations that were built in Japanese Colonial Period. These train stations are the indicator of the import history of the Japanese-style timber buildings. They have existed for least 60 years. Now many of these timber train stations are deteriorated and lack of maintenance.
　　The main goal of the thesis is to discover the rotational stiffness and ultimate moment resistance of the beam-to-column connections of these stations by experiment. In the future, a reliable structural evaluation method would be developed after understanding the structural behaviour of these connections. If, before restoration, it needs to assess the seismic resistance of these timber train stations, the evaluation method would be helpful.
　　Firstly, the investigation about the beam-to-column connections of these timber train stations will be carried out to understand the types of the connections. The object of the investigation is the connection in the veranda of the timber train station. Then the connections will be categorized into several types according to the variances in construction and the details.
　　In the research, the most popular type of the connections will be discussed. The emphasis of the experiment is to understand the influence of the construction variances on structural characteristics, including the height of the beam, the span of the bracing and the peg in the connections. Two advises about the restoration will be provided after the analysis.

[1] L. Simôes da Silva at el. “Evaluation of Structural Robustness of Members and Connections”
（ www.utm.my/apsec2003/paperformat_2.pdf ，2003-05-05檢索）

[2] Leiten, Ad. J. M.，“The Concept of the Pre-stressed DVW reinforced Joint with Expanded Tubes”，Int. Wood Engineering Conference，New Orleans，2，Oct. 1996，pages 295-299

[3] F. Wald、J. Mareš, Z. Sokol, M. Drdácký, “Component Method for Historical Timber Joints”
（people.fsv.cvut.cz/~wald/Historical-structures-GACR_soubory/57-new-Wald-timber-ARW.pdf，2003-07-18檢索）

[4] M. A. Parisi, M. Piazza，“Mechanics of Plain and Retrofitted Traditional Timber Connections”，Journal of Structural Engineering，126，1395-1403，12，Dec. 2000

[5] Peter Ellegaard, ”Analysis and Design of Modified Attic Trusses with Punched Metal Plate Fasteners”
（www.civil.auc.dk/i6/publ/paper_cib_japan_ellegaard.pdf ，2003-05-05檢索）

[6] 田邊平學，1936，”木造柱梁接合部の強度竝に勁度に關する實驗”，日本建築學會論文集

[7] Fujita Kaori, Masahiko Kimura, Yoshimitsu Ohashi, Isao Sakamoto，“Hysteresis Model and Stiffness Evaluation of Bracket Complexes used in Traditional Timber Structures Based on Static Lateral Loading Test”，Journal of Structural Engineering and Construction Engineering (Transactions of AIJ)，543，121-127，2001

[8] A. Vergne，“Testing and Modelling of the Load-carrying Behaviour of Timber Joints”， Proceeding of Second State-of-Art Workshop Cost C1 Semi-rigid Behaviour of Civil Engineering Structural Connection，ed. F. Wald，Brussels，1998

[9] 王松永編，”木材物理學”，徐是基金會，台北，1993

[10] 台北縣平溪鄉公所，”創造煤鄉新風貌：菁桐車站及舊街公共環境營造計畫”，台北縣政府，台北縣，2001

[11] 李欽賢、洪致文，”台灣古老火車站”，玉山出版社，台北，1996

[12] 吳卓夫、葉基棟、黃立昌，”營造法與施工”，茂榮圖書股份有限公司，台北，1978

[13] 許乃懿，”台灣糖鐵攬勝”，人人出版社，台北縣，2003

[14] 謝明峰，”日治時期台灣鐵道車站類型研究”，東海大學建築研究所碩士論文，台中，2001

[15] 盧惠敏，”舊竹田火車站及其附近景觀研究規劃”，屏東縣立文化中心，屏東，1999

[16] 戴震宇、金炫辰，”台灣的老火車站”，遠足文化出版社，台北縣，2001

[17] 蘇昭旭，”台灣鐵路車站圖誌－－全台294個現有車站完整記錄”，人人出版股份有限公司，台北，2002

[18] 蘇昭旭，”台灣鐵路環島風情：西部幹線篇”，人人月曆出版社，台北縣，2003

[19] 太田邦夫、伊藤高光等，”木造の詳細－－構造篇”，彰國社株式會社，東京，1995

[20] 村松貞次郎，”日本近代建築技術史”，彰國社株式會社，東京，1976

[21] 松井郁夫、小林一元、宮越喜彥，”木造住宅－－私家版仕樣書”，株式會社エクスナレッジ，東京，2002

[22] 長尾勝馬，”木造建築の之惠”，理工圖書株式會社，日本，1978

[23] 飯塚五郎藏、山室滋，”木造住宅構法”，株式會社市市谷出版社，東京，1988

[24] David Yeomans，”The Repair of Historic Timber Structures”，Thomas Telford Limited，London，2003

[25] Klaus Zwerger，”Wood and Wood Joints—Building traditions of Europe and Janpan”，Birkhäuser，German，1997

[26] Knut Einar Larsen、Nils Marstein，”Conservation of Historic Timber Structures－－An ecological approach”，Butterworth-Heinemann，Bath，2000

[27] Peter Ross，”Appraisal and Repair of Timber Structure.”，Thomas Telford Ltd，London，2002

[28] Wolfram Graubner，”Encyclopedia of Wood Joints”，The Taunton Press，Tennesse，1992

[29] M.F. Drdacky, F. Wald, J. Mares，”Modeling of Real Historic Timber Joints”，International Series on Advances in Architecture Vol. 6，Structural Studies, Repairs and Maintenance of Historical Buildings VI，WIT Press，Southampton，United Kingdom and Boston，1999，pages 169-178

[30] D. P. Fang, et al.，”Ancient Chinese Timber Architecture, II: Dynamic Characteristics”，Journal of Structural Engineering，127，11, Nov. 2001，pages 1358-1364

[31] M. A. Parisi, M. Piazza，”Dynamic Modeling of Friction Joints in Traditional Timber Structures”，Structural Dynamics: Proceedings of the Fourth European Conference on Structural Dynamics, EURODYN ’99, A. A. Balkema，Rotterdam，Vol. 2，1999，pages 931-936

[32] Peer Haller，“Timber Joint in Joint Research”，Proceeding of Second State-of-Art Workshop Cost C1 Semi-rigid Behaviour of Civil Engineering Structural Connection, ed. F. Wald，Brussels，1998