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鐵路橋梁耐震設計規範 參考文獻 [C2.1] Federal Highway Administration, “Seismic Design of Highway Bridge Foundations,” FHWA/RD-86/102, June 1986. [C2.2] 交通部,「公路橋梁耐震設計規範(草案) 」,複審成果報告書,民國九 十二年三月。 [C2.3] 「建築物耐震設計規範與解說修正草案」,內政部建築技術審議委員會 通過,民國九十二年八月二十九日。 [C2.3] 「台北盆地設計地震微分區研究」,國家地震工程研究中心,民國九十 七年十二月。 [C2.4] Mario Paz, “Structural Dynamics Theory and Computation,” 1985. [C2.5] AASHTO 2017, “LRFD Bridge Design Specifications, eighth edition”. [C3.1] 「道路橋示方書.V 耐震設計編」,1996,日本道路協會。(日文) [C3.2] AASHTO 2002,“Standard Specifications for Highway Bridges”. [C3.3] CALTRANS, 1999, Caltrans Seismic Design Criteria, Version 1.1, California. [C3.4] ICBO, 2000, International Building Code, 2000 Edition, Whittier, CA. [C3.5] ATC-32, “Improved Seismic Design Criteria for California Bridges: Provisional Recommendations,” Applied Technology Council, 1996. [C3.6] 蔡益超、張荻薇、黃震興、周功台、張國鎮、宋裕祺,1997,「公路橋梁 耐震設計規範之補充研究」,交通部國道新建工程局。 [C4.1] Provisional Engineering Office of High Speed Rail, Ministry of Transportation and Communications, “Infrastructure Design Criteria,” April, 1993. [C4.2] American Institute of Steel Construction, Manual of Steel Construction - Load and Resistance Factor Design, 1992. [C4.3] 內政部,『基礎構造設計規範(含解說)』,民國九十年九月。 [C4.4] 蔡益超、張荻薇、黃震興、周功台、張國鎮、宋裕祺,1997,「公路橋梁 耐震設計規範之補充研究」,交通部國道新建工程局。 [C4.5] ATC-32, “Improved Seismic Design Criteria for California Bridges: Provisional Recommendations,” Applied Technology Council, 1996. [C5.1] AASHTO 2002,“Standard Specifications for Highway Bridges”. [C5.2] 「道路橋示方書.V 耐震設計編」,1996,日本道路協會。(日文) [C5.3] 莫詒隆、楊宙燕、粘逸尊,1999,「中空矩形橋柱耐震行為之研究」,國 家地震工程研究中心。 [C5.4] 莫詒隆,1998,「中空鋼筋混凝土矩形橋柱之韌性、剪力強度與補強試驗」, 國家地震工程研究中心。 180
¶ 鐵路橋梁耐震設計規範|原檔第201頁
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參考文獻 [C5.5] 蔡益超、吳宣欣,1998,「中空鋼筋混凝土橋柱之韌性、剪力強度與補強 之理論分析(I)」,國家地震工程研究中心。 [C5.6] 蔡益超、劉紹魁,1999,「中空鋼筋混凝土橋柱之韌性、剪力強度與補強 之理論分析(II)」,國家地震工程研究中心。 [C5.7] 蔡益超、賴彥魁,2000,「中空鋼筋混凝土橋柱之韌性、剪力強度與補強 之理論分析(III)」,國家地震工程研究中心。 [C5.8] 「混凝土工程設計規範與解說」,土木 401-100,中國土木水利工程學會, 民國 100 年。 [C5.9] Priestley, M.J.N., Verma, R. and Xiao, Y., 1994, “Seismic Shear Strength of Reinforced Concrete Columns,” Journal of Structural Engineering, ASCE, Vol. 120(8), pp. 2310-2329. [C5.10] Aschheim, M., Moehle, J.P. and Werner, S.D., 1992, Deformability of Concrete Columns, Project report under contract No.59Q122, California Department of Transportation, Div. of structures, Sacramento, Calif., June. [C5.11] Moehle, J. P., Sezen, H. and Elwood, K. J., 2000, “Response of reinforced concrete buildings lacking details for ductile responses,” Proceedings of international workshop on annual commemoration of Chi-Chi earthquake, Vol. 2, pp.26-40, Taipei. [C5.12] 葉勇凱、莫詒隆、楊宙燕,2000,「中空鋼筋混凝土實尺寸橋柱之韌性 剪力強度與補強試驗(II)」,國家地震工程研究中心。 [C6.1] 交通部,「公路橋梁設計規範」,民國 90 年。 [C6.2] 交通部高速鐵路工程局,「鐵路橋梁設計規範與解說(草案)之研訂」定稿 報告,民國 91 年 12 月。 [C6.3] 日本道路協會,「道路橋示方書.V 耐震設計編」,1996 (日文)。 [C6.4] 財團法人鐵道總合技術研究所,「鐵道構造物等設計標準同解說-耐震設 計」,1999(日文)。 [C6.5] AASHTO, 2002, Standard Specifications for Highway Bridges, 17th Ed., and 2003 Interims, American Association of State Highway and Transportation Officials, Washington, DC. [C6.6] AASHTO, 2004, LRFD Bridge Design Specifications, 3nd Ed., American Association of State Highway and Transportation Officials, Washington, DC. [C6.7] AISC, 1999, Load and Resistance Factor Design Specification for Structural Steel Buildings, 3rd Ed., American Institute of Steel Construction, Chicago, IL. [C6.8] AISC, 2001, Manual of Steel Construction, Load and Resistance Factor Design, 3rd Ed., American Institute of Steel Construction, Chicago, IL. [C6.9] AISC, 2002, Seismic Provisions for Structural Steel Buildings, Including 181
¶ 鐵路橋梁耐震設計規範|原檔第202頁
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鐵路橋梁耐震設計規範 Supplement No.1 and 2, American Institute of Steel Construction, Chicago, IL. [C6.10] ATC-32, 1996, Improved Seismic Design Criteria for California Bridges: Provisional Recommendations, Applied Technology Council, Redwood City, CA. [C6.11] Caltrans, 2003, Seismic Design Criteria, Version 1.3, California Department of Transportation, Sacramento, CA. [C6.12] Caltrans, 2001, Guide Specifications for Seismic Design of Steel Bridges, First Edition, California Department of Transportation, Sacramento, CA. [C6.13] Caltrans, 1999, Memo to Designers 20-1 Seismic Design Methodology, California Department of Transportation, Sacramento, CA. [C6.14] Caltrans, 2002, Bridge Design Specifications, California Department of Transportation, Sacramento, CA. [C6.15] NCHRP 12-49 (2001). Recommended LRFD Guidelines for the Seismic Design of Highway Bridges, Part I: Specifications and Part II: Commentary and Appendixes, NCHRP 12-49 Project Team, MCEER, State University of New York at Buffalo, Buffalo, NY. [C6.16] Astaneh, A. A., Goel, S. C., and Hanson, R. D. (1986). "Earthquake-resistant Design of Double Angle Bracings," Engineering Journal, AISC, 23(4). [C6.17] Astaneh, A. A. (1998). "Seismic Behavior and Design of Gusset Plate," Steel Tips, Structural Steel Education Council, Moraga, CA. [C6.18] Itani, A. M. (1997). "Cyclic Behavior of Richmond-San Rafael Tower Links," Report No. CCEER 99-4, Center for Civil Engineering Earthquake Research, University of Nevada, Reno, NV [C6.19] Itani, A. M. and Sedarat, H. (2000). “Seismic Analysis and Design of the AISI LRFD Design Examples of Steel Highway Bridges,” Report No. CEER 00-8, Center for Civil Engineering Earthquake Research, University of Nevada, Reno, NV. [C6.20] Itani, A. M., Vesco, T. D. and Dietrich, A M. (1998). "Cyclic Behavior of As- Built Laced Members with End Gusset Plates on the San Francisco-Oakland Bay Bridge," Report No. CCEER 98-01, Center for Civil Engineering Earthquake Research, University of Nevada, Reno, NV. [C6.21] PCI. (1999). PCI Design Handbook – Precast and Prestressed Concrete, Fifth Edition, Precast/Prestressed Concrete Institute, Chicago, IL. [C6.22] Popov, E. P. and Tsai, K. C. (1989). "Performance of Large Seismic Steel Moment Connections under Cyclic Loads," Engrg. J., AISC, 26(2), pp. 51- 60. [C6.23] Uang, C. M., Tsai, K. C. and Bruneau M. (1999). "Chapter 39: Seismic Design of Steel Bridges," Bridge Engineering Handbook, Ed., Chen, W. F. and Duan, L., CRC Press, Boca Raton, FL. 182
¶ 鐵路橋梁耐震設計規範|原檔第203頁
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參考文獻 [C6.24] Zahrai, S. M. and Bruneau, M. (1998). "Impact of Diaphragms on Seismic Responses of Straight Slab-on-Girder Steel Bridges," J. Struct. Engrg. 124(8), pp. 938-947. [C6.25] Zahrai, S. M. and Bruneau, M. (1999). "Ductile End-Diaphragms for Seismic Retrofit of Slab-on-Girder Steel Bridges," J. Struct. Engrg. 125(1), pp. 71- 80. [C6.26] M. Bruneau, M. Sarraf, S.M. Zahrai, F. Alfawakhiri (2002). "Displacement- based energy dissipation systems for steel bridges diaphragms," Journal of Constructional Steel Research 58 pp. 801-817. [C6.27] Megally, S. H., Silva P. F. and Seible F. (2002). "Seismic Response of Sacrificial Shear Keys in Bridge Abutments," Report No. SSRR-2001/23, University of California, San Diego, CA. [C7.1] 財團法人鐵道總合技術研究所,2012,「鐵道構造物等設計標準同解說- 耐震設計」,丸善出版株式會社 2012(日文)。 [C7.2] 財團法人鐵道總合技術研究所,2006,「鐵道構造物等設計標準同解說- 變位限制」,丸善出版株式會社 2006(日文)。 [C8.1] 日本道路協會,「道路橋示方書.V 耐震設計編」,1996 (日文)。 [C8.2] Seed, H.B., Tokimatsu, K., Harder, L.F. and Chung, R.M., 1985, “The influence of SPT Procedures in Soil Liquefaction Resistance Evaluation,” Journal of Geotechnical Engineering, ASCE, Vol. 111, No. 12, 1425-1445. [C8.3] 陳正興、黃富國,1996,「耐震設計地盤分類準則之研究」,國家地震工 程研究中心研究報告,NCREE-97-011。 [C8.2] 蔡益超、張荻薇、黃震興、周功台、張國鎮、宋裕祺,1997,「公路橋梁 耐震設計規範之補充研究」,交通部國道新建工程局。 [C8.4] Shibata, T. and Teparaksa, W., 1988, “Evaluation of Liquefaction Potentials of Soils Using Cone Penetration Tests,” Soil and Foundations, Vol. 28, No. 2, 49-60. [C8.5] Shibata, T. and Teparaksa, W., 1988, “Evaluation of Liquefaction Potentials of Soils Using Cone Penetration Tests,” Soil and Foundations, Vol. 28, No. 2, 49-60. [C8.6] Okabe, S., 1924, “General Theory on Earth Pressure and Seismic Stability of Retaining Wall and Dam,”,土木学会誌,第 10 卷第 6 号,pp. 1277-1323 [C8.7] 宋裕祺、劉光晏、蘇進國、蔡益超、張國鎮,2004,”鋼筋混凝土柱側 推分析之研究與探討”,中華民國建築學會-建築學報第 46 期,pp.47~65。 [C8.8] 日本道路協會,「道路橋示方書.V 耐震設計編」,1996 (日文)。 183
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