本文主要以ABAQUS有限元素分析軟體，建立構架式鋼鈑補強立體構架模型，進行既有RC校舍構架式鋼鈑補強試體之單向側推分析，除了將其數值模擬結果與現地試驗進行比較，以驗證模擬方式之準確性與合理性。並進一步規劃補強鋼鈑厚度、樑柱接頭之樑端鋼鈑錨錠長度與既有混凝土強度等材料參數，探討不同參數變化對構架式鋼鈑補強效益之差異。研究結果顯示，本文之分析方法可以正確模擬校舍構架式鋼鈑補強試體之受力行為，並可應用於探討不同參數對於構架式鋼鈑補強效益之影響。比較結果發現補強鋼鈑厚度越厚，補強效果越好；樑端鋼鈑錨錠長度與校舍之耐震能力也有直接關係。本文所提出之有限元素模擬方式，可模擬結構體受力後之力學行為與構架式鋼鈑補強後之效果，能提供工程師初步評估之參考。

Using the finite element analysis program ABAQUS, this thesis investigates the behavior of school building retrofitted by steel-framing systems while subjected to monotonic pushover loadings. Both experimental measurements and numerical results are compared to verify the accuracy of the proposed finite element model. The results show that this analysis method can be used in the school building retrofitted by steel-framing system, and it can effectively simulate the loading behavior accurately. Furthermore, the proposed model is used to analyze three important design parameters of steel-framing systems such as the thickness of steel plate, original concrete strength, and various anchor lengths of steel plate. The findings from simulation results suggest that thicker plate and longer anchor length of the steel-framing systems can provide better seismic resistant capacity.

[1]Adhikary, B.B., Mutsuyoshi, H., “Shear Strengthening of RC Beams with Web-Bonded Continuous Steel Plates,” Construction and Building Materials 20, pp. 296-307 (2006).
[2]Alex, L., Tchao, A., and Yves, D., “Influence of the Adhesive Thickness and Steel Plate Thickness on the Behaviour of Strengthened Concrete Beams,” Journal of Adhesion Science and Technology 18, Vol. 14, No. 13 , pp. 1639-1656 (2000).
[3]Arslan, G., Sevuk, F., Ekiz, I., “Steel Plate Contribution to Load-Carrying Capacity of Retrofitted RC Beams,” Construction and Building Materials 22, pp.143-153 (2008).
[4]ATC-40, Seismic evaluation and retrofit of concrete bulidings. Reprot No.SSC96-01,Applied Technology Council (1996)
[5]Balan, Toader A., Filippou, Filip C., Popov Egor P. “Hysteretic Model of Ordinary and High-Strength Reinforcing Steel.” Journal of Structural Engineering, ASCE, March, pp.288-297. (1998)
[6]Barnes, R.A., Baglin, P.S., Mays, G.C., and Subedi, N.K., “External Steel Plate Systems for Shear Strengthening of Reinforced Concrete Beams,” Engineering Structures 23, pp. 1162-1176 (2001).
[7]Cheng, C-T. and Mander, J. B,. “Damage Control and Reparability Design.” Asian-Pacific Symposium on Structural Reliability and its Applications, Taipei, Taiwan, R.O.C., February 1-3, pp.436-447(1999)
[8]Dhakal,R.,and Maekawa,K.”Modeling for postyield buckling of reinforcement.”J.Struct.Eng.,128,1139-1147.
[9]Dodd, L. L., and Restrepo-Posada, J. I. “Model for Predicting Cyclic Behavior of Reinforcing Steel.” Journal of Structural Engineering, ASCE, 121(3), pp.433-445. (1995)
[10]Griffith, M.C., Wu, Y.F., and Oehlers, D.J., “Behaviour of Steel Plated RC Columns Subject to Lateral Loading,” Advances in Structural Engineering 16, Vol. 8, No. 4 , pp. 333-348 (2005).
[11]Hsu, T. C., “Unified theory of concrete structure.” Prentice-Hall, Inc., Englewood Cliffs, New Jersey, (2001)
[12]Jones, R., Swamy, R. N., and Charif, A., “Plate Separation and Anchorage of Reinforced Concrete Beams Strengthened By Epoxy-Bonded Steel Plates,” The Structural Engineer, Vol. 66, No. 5, pp. 85-94 (1988).
[13]MacDonald, M. D., and Calder, A. J. J., “Bonded Steel Plating for Strengthening Concrete Structures,” International Journal of Adhesive, Vol. 2, No. 2, pp. 119-127 (1982).
[14]Mander, J. B, Panthaki, F. D., and Kasalanti, A.”Low Cycle Fatigue Behaviour Of Reinforcing Steel.” Journal of Material In Civil Engineering, ASCE, 6(4), pp.453-468(1994)
[15]Mirza, S.A. and MacGregor, J.G.. “Variability of mechanical properties of reinforcing bars.” Journal of Structure Engineering, ASCE, 105(ST5):921-937,(1979)
[16]Mohamed Ali, M.S., Oehlers, D.J., and Bradford, M.A., “Debonding of Steel Plates Adhesively Bonded to the Compression Faces of RC Beams,” Construction and Building Materials 19, pp. 413-422 (2005).
[17]Monti, G., and Nuti, C.”Nonlinear Cycle Behavior Of Reinforcing Bars Including Buckling.” Journal of Structure Engineering,ASCE,118(12),pp.3268-3284(1992)
[18]Oehlers, D. J., “Reinforced Concrete Beams with Steel Plates Glued to Their Soffite: Prevention of Plate Separation Induced by Flexural peeling,” Report No. R80, Department of Civil Engineering, University of Adelaide, Adelaide, Australia (1988).
[19]Park, R. and Paulay, T., “Reinforced Concrete Structures,” Wiley International Pulication, New York, p. 229-230, (1975)
[20]Priestley,M.J.N, Seible, F. and Calvi, G.M. “Seismic Design and Retrofit of Bridges”,John Wiley＆Sons,Inc.,(1996)
[21]Restrepo-Posada, J. I., Dodd, L. L., Park, R., Fellow, and Cooke, N. “Variables Affecting Cyclic Behavior of Reinforceing Steel.” Journal of Structural Engineering, ASCE, 120(11), pp.3178-3196. (1994)
[22]Uy, B., “Strength of Reinforced Concrete Columns Bonded with External Steel Plates,” Magazine of Concrete Research, University of New South Wales, Vol. 54, No. 1, pp. 61-76, (2002)
[23]VanGement, D. A., and Vandenbosch, M. C., “Repair and Strengthening of Reinforce Concrete Structures,” International Conference on Deterioration, Bahrain, pp. 181-192 (1985).
[24]Xiao, Y., and Wu, H., “Retrofit of Reinforced Concrete Columns Using Partially Stiffened Steel Jackets,” Journal of Structural Engineering, ASCE, Vol. 129, No. 6, June (2003).
[25]內政部，「建築技術規則」。(2008)
[26]內政部，「建築物耐震設計規範及解說」。(2006)
[27]邱耀正、劉玉文、黃錦旗、蕭輔沛、邱一哲、邱聰智、黃世建， 「校舍建築構架式鋼鈑補強現地試驗與分析」 ，國家地震中心，報告編號：NCREE-08-034。(2008)
[28]高啟洲，「非韌性鋼筋混凝土樑柱內接頭補強之研究」，國立中央大學土木工程學研究所碩士論文，王勇智教授指導。(2002)
[29]高健章、陳清泉、蔡益超，「磚牆加強之鋼筋混凝土構架耐震能力試驗研究(二)」，行政院國家科學委員會，防災科技研究報告74-31號。(1985)
[30]張文德，「磚牆及含磚牆RC 構架之耐震試驗分析與應用」，國立成功大學建築研究所博士論文，許茂雄教授指導。(1996)
[31]張國鎮、張宏輔，「鋼筋混凝土橋柱耐震分析與FRP補強之研究」，國家地震工程研究中心，報告編號：NCREE-99-030。(1999)
[32]陳明生，「紅磚、砂漿與其介面之基本力學性質研究」，國立成功大學建築研究所碩士論文，許茂雄教授指導。(1994)
[33]陳奕信，「含磚牆RC建築結構之耐震診斷」，國立成功大學建築研究所博士論文，許茂雄教授指導。(2003)
[34]黃國彰，「有邊界柱梁之磚牆耐震試驗與等值牆版分析」，國立成功大學建築研究所碩士論文，許茂雄教授指導。(1997)。
[35]曾至堅，「低矮型校舍耐震能力詳細評估方法之研究」，國立成功大學土木工程研究所碩士論文，邱耀正教授指導。(2007)。
[36]曾凱瀚，「磚礅與磚牆基本力學性質試驗研究」，國立成功大學建築研究所碩士論文，許茂雄、蔡萬傳教授指導。(1994)。
[37]蕭輔沛，「鋼筋混凝土剪力牆─構架戶制行為之實驗研究與數值模擬」，國立成功大學土木工程研究所博士論文，邱耀正教授指導。(2004)
[38]鍾立來、邱聰智、簡文郁、葉勇凱、杜怡萱、蕭輔沛、林金祿， 「後甲國中耐震補強試驗及其評估」，國科會研究報告。(2004)
[39]鍾立來、邱聰智、邱建國、葉勇凱、簡文郁、周德光，「典型校舍耐震補強設計與驗證」，國家地震工程研究中心，報告編號：NCREE-03-038。(2008)