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系統識別號 U0026-0812200913342989
論文名稱(中文) 以CFRP條狀貼片強化/補強鋼筋混凝土含牆構架之研究
論文名稱(英文) Shear Strengthening of Reinforced Concrete Framed Shear Walls Using CFRP Strips
校院名稱 成功大學
系所名稱(中) 土木工程學系碩博士班
系所名稱(英) Department of Civil Engineering
學年度 95
學期 1
出版年 96
研究生(中文) 王繼慶
研究生(英文) Chi-Ching Wang
電子信箱 n6693113@mail.ncku.edu.tw
學號 n6693113
學位類別 碩士
語文別 中文
論文頁數 121頁
口試委員 口試委員-朱世禹
指導教授-邱耀正
口試委員-朱聖浩
口試委員-王永明
中文關鍵字 剪力牆  碳纖維複合材料貼片  邊柱剪力牆 
英文關鍵字 shear wall  frame-shear wall  carbon fiber reinforced polymer 
學科別分類
中文摘要   剪力牆的使用在耐震安全上佔有相當重要的地位,921地震後更讓人重視建築物在耐震能力方面的需求。除了改善現有的規範之外,如何針對現有的老舊建築物或是耐震設計不足之建築物進行相關補強措施,將是重要課題。
  本研究主要是以不佔空間之碳纖維複合材料貼片,對邊柱剪力牆進行補強,試驗試體之高寬比分別為1及0.67的中型與低型邊柱剪力牆,將這些牆體以碳纖維貼片補強後,進行反覆載重試驗,並與未補强之牆體試驗結果進行比較,除了可以了解其耐震能力與破壞模式,亦可探討補強方式的可行性,做為日後工程實務補強設計之參考。最後建立數值模擬分析本文試驗數據,亦得到不錯之結果。
英文摘要   The application of shear wall plays an important role on seismic safety,and especially after 921-earthquake people understand the importance of seismic ability more seriously. In addition to improving the recent standard, how to retrofit the old buildings or anti-seismic buildings become an important topic.
  This research used carbon fiber reinforced polymer strips to strength the frame-shear wall. The high to wide ratios of the test specimens are 1 and 0.67 respectively. After strengthing, we proceeded the load reversal test and compared the result with unstrength experiments, and then, this study investigated the seismic ability and the failure mode of the shear wall; moreover, disscussing the feasibility of strengthing type and establishing the numerical model were also performed to predict the experiment data.
論文目次 摘要   I
Abstract II
致謝   III
章節目錄 V
表目錄  IX
圖目錄  X
第一章 緒論...........1
1.1 研究背景與目的....1
1.1.1 研究背景........1
1.1.2 研究目的........1
1.2 文獻回顧..........2
1.3研究方法...........4
1.4本文內容與組織.....4
第二章 試驗規劃與試體製作....6
2.1 試驗規劃.................6
2.2 試體規劃.................6
2.2.1 傳統含邊柱剪力牆試體規劃與相關尺寸.....6
2.3 試體製作.........................7
2.3.1 傳統含邊柱剪力牆試體製作.......7
2.3.2 含邊柱剪力牆補強/強化製作......8
2.4 試驗設備與量測儀器...............9
2.4.1 傳統含邊柱剪力牆試體試驗.......9
2.4.2 試驗量測系統...................9
2.4.3 試驗加載方式..................10
第三章 試驗過程與結果討論...........11
3.1概述............11
3.2 試驗流程.......11
3.2.1 試驗開始前階段........12
3.2.2 試驗進行中階段........12
3.2.3 試驗結束後階段........13
3.3 傳統含邊柱剪力牆試驗過程與結果討論....13
3.3.1 傳統含邊柱剪力牆試驗過程............13
3.3.2 傳統含邊柱剪力牆試驗結果討論........17
3.4含邊柱剪力牆補強/強化之試驗過程與結果討論....17
3.4.1 補強/強化含邊柱剪力牆試驗過程.............18
3.4.2補強/強化含邊柱剪力牆結果討論..............27
第四章 含邊柱剪力牆之數值分析...................29
4.1概述....................29
4.1.1物理網格與數學網格....29
4.1.2基本方程式............30
4.2條件方程式..............35
4.3不同材質網格分析........39
4.4鋼筋混凝土結構分析......40
4.4.1Vecchio鋼筋混凝土牆版組成率......40
4.5 CFRP材料組成率....................44
4.6鋼筋混凝土構架分析.................45
4.6.1.鋼筋混凝土構架三線性關係........45
4.6.2.構架元素勁度矩陣................49
第五章 數值結果與討論.................51
5.1數值結果與討論.....................51
5.1.1數值結果.........................51
5.1.2結果討論.........................52
第六章 結論與建議.....................53
6.1結論...............................53
6.2建議...............................54
參考文獻..............................55
附表..................................60
附圖..................................64
附錄A................................119
參考文獻 1.ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-02) and Commentary (ACI 318R-02) ” , American Concrete Institute, 2002.
2.Adin, M. A., Yankelevsky, D. Z., Farhey, D. N., “Cyclic Behavior of Epoxy-Repaired Concrete Beam-Column Joints,”ACI Structural Journal,Vol.90,pp.170-179,1993.
3.Alcocer, S. M., “RC Frame Connections Rehabilitated by Jacketing,”Journal of Structural Engineering, ASCE, Vol. 119, No. 5, pp. 1413-1431, 1993.
4.Antoniades K. K.,Salonikios T. N.,Kappos A. J., “Tests on Seismically Damaged Reinforced Concrete Walls Repaired and Strengthened Using Fiber-Reinforced Polymers,” Journal of Composites for Construction, v 9, n 3, p 236-246, May/June, 2005.
5.Barda, F., J.M. Hanson, and W.G. Corley, “Shear Strength of Low-Rise Walls with Boundary Elements,” R.C. Structure in Seismic Zones, American Concrete Institute, edited by N.M. Hawkins, 1977.
6.Basunbul, I. A., Gubati, A. A., Al-Sulaimani, G. J., Baluch, M. H., “Repaired Reinforced Concrete Beams,” ACI Materials Journal, Vol. 87, pp. 348-354, 1990.
7.Benjamin, Jack R., and Harry A. Williams, “The Behavior of One-Story Reinforced Shear Wall,” Journal of the Structural Division, ASCE, May, pp. 1- 49, 1957.
8.Bracci, J. M., Kunnath, S. K., Reinhorn, A. M., “Seismic Performance and Retrofit Evaluation of Reinforced Concrete Structures,” Journal of Structural Engineering, ASCE, Vol. 123, No. 1, pp. 3-10, 1997.
9.Buyle-Bodin Francois, David Emmanuelle, Ragneau Eric, “Finite element modelling of flexural behaviour of externally bonded CFRP reinforced concrete structures,” Engineering Structures,Vol. 24,No 11,pp.1423-1429,2002.
10.Cain, G. L., Introduction to General Topology, Addision Wesley, New York, (1994).
11.Capuani, D., M. Merli and M. Savoia, “Dynamic Analysis of Coupled Shear Wall-Frame Systems,” Journal of Sound and Vibration, Vol. 192, No. 4, pp. 867-883, 1996.
12.Cheong, H. K., MacAlevey, N., “Experimental Behavior Jacketed Reinforced Concrete Beams,” Journal of Structural Engineering, ASCE, Vol. 126, pp. 692-699, 2000.
13.Chesi, C. and W. C. Schnobrich, “Three-Dimensional Effects in Lateral Behavior of Frame-Wall Systems,” Journal of the Structural Engineering, ASCE, Vol. 117, No. 2, pp. 391-409, 1991.
14.EIGawady, M. A. , Lestuzzi, P. and Badoux, M. ,“ In-plane seismic response of URM walls upgraded with FRP,”Journal of Composites for Construction, v 9, n 6, 2005, p 524-535.
15.Fenves, G. L., McKenna, F., Scott, M. H., and et al., OpenSees User and Developer Workshop, Workshop Handout, Pacific Earthquake Engineering Research Developer Center, University of California, Berkeley, CA, August 20-23, 2001.
16.Fintel, M., “Shear wall—An Answer for Seismic Resistance,” Concrete International, July, pp.48-53, 1991.
17.Ghobarah, A., El-Attar, M., Aly, N.M., “Evaluation of Retrofit Strategies for Reinforced Concrete Columns: A Case Study,” Engineering Structures, Vol. 22, No. 5, pp. 490-501, 2000.
18.Hsu, T. T. C., and Mo, Y. L., “Softening of Concrete in Low-rise Shear Walls,” ACI Structural Journal, Vol. 82, No. 3, pp. 883-889, 1985.
19.Hsu, T. T. C., “Concrete stiffness matrices for membrane elements,” Structural Engineering and Mechanics, Vol. 5, No. 5, pp. 599-608, 1997.
20.Hsu, T. T. C. and Zhu, R. R. H., “Softened Membrane Model for Reinforced Concrete Elements in Shear,” Structural Journal of the American Concrete Institute, Vol. 99, No. 4, July-August, 2002, pp. 460-469.
21.Jara, M., Hernandez, C., Garcia, R., Robles, F., “Typical Cases of Repair and Strengthening of Concrete Buildings,” Earthquake Spectra, Vol. 5, No. 1, pp. 175-193, 1989.
22.Karsan, I. D. and Jirsa, J. O. “Behavior of Concrete under Compressive Loadings,” Journal of the Structural Division, ASCE, Vol. 95(ST12), 1969, pp. 2543-2563.
23.Kayal, S. “Nonlinear Interaction of RC Frame-Wall Structures,” Journal of Structural Engineering, ASCE, Vol. 112, No. 5, pp. 1021-1035, 1986.
24.Li , L. J. , Guo, Y. C. and Bungey, J. H. “An experimental and numerical study of the effect of thickness and length of CFRP on performance of repair reinforced concrete beams,”Construction and Building Materials,Vol. 20, No. 10,December, pp.901-909 ,2006.
25.Mansour, M., Lee, J. Y. and Hsu, T. T. C. “Cyclic Stress-Strain Curves of Concrete and Steel Bars in Membrane Elements,” Journal of the Structural Division, ASCE, Vol. 127, No. 12, Dec. 2001, pp. 1402-1411.
26.Mansour, M. and Hsu, T. T. C., "Behavior of Reinforced Concrete Elements Under Cyclic Shear: Part I - Experiments," Journal of Structural Engineering, ASCE, accepted for publication in 2003.
27.Mau, S. T. and Thomas T. C. Hsu, “Shear Design and Analysis of Low-rise Structural Walls,” ACI Structural Journal, Vol. 83, No. 2, pp. 306-315, 1986.
28.Mau, S. T. and Thomas T. C. Hsu, “Shear Behavior of Reinforced Concrete Framed Wall Panels with Verical Load,” ACI Structural Journal, Vol. 84, No.2, pp. 228-234, 1987.
29.Mo, Y. L., “Dynamic Behavior of Concrete Structure,” Elsvier, 1994.
30.Mo, Y. L., “Analysis and Design of Low-rise Structural Walls under Dynamically Applied Shear Forces,” ACI Structural Journal, Vol. 85, No.2, pp. 180-189, 1988.
31.Mo, Y. L. and C. J. Kuo, “Structural Behavior of Reinforced Concrete Frame-Wall Components,” Materials and Structures, Vol. 31, pp. 609-615, 1998.
32.Sheikh, S. A. and Uzumeri, S. M. “Analytical Model for concrete confinement in Tied Columns,” Journal of the Structural Division, ASCE, Vol. 108, No. 12, 1982, pp. 2703-2722.
33.Shi, G. H., “Manifold Method of Material Analysis.” Transactions of the Ninth Army Conference on Applied Mathematics and Computing, Minneapolis, Minnesoda, U. S. A., pp. 51-76, (1991)
34.Shi, G. H., “Numerical manifold method.” Working Forum on the Manifold Method of Material Analysis, California, U. S. A., Vol. 2, pp. 1-180, (1995)
35.Taghdi, M., Bruneau, M., Saatcioglu, M., “Seismic Retrofitting of Low-Rise Masonry and Concrete Walls Using Steel Strips,” Journal of Structural Engineering, ASCE, Vol. 126, pp. 1017-1025, 2000.
36.Tan, K. W. and Patoary, M. K. H.” Strengthening of Masonry Walls against Out-of-Plane Loads Using Fiber-Reinforced Polymer Reinforcement”, Journal of Composites for Construction, v 8, n 1, January/February, 2004, p 79-87
37.Tasai, A., Yamada, T., Otani, S., Aoyama, H., “Performance of Reinforced Concrete Flexural Members After Repair,” Transactions of the Japan Concrete Institute, Vol. 7, pp. 591-598, 1985.
38.Teng,J. G., Lam,L.,“Behavior and Modeling of Fiber Reinforced Polymer-Confined Concrete,” Journal of Composites for Construction, v 8, n 1, January/February, 2004, p 79-87
39.Valluvan, R., Kreger, M. E., Jirsa, J. O., “Strengthening of Column Splices for Seismic Retrofit on Nonductile Reinforced Concrete Frames,” ACI Structural Journal, Vol. 90, No. 4, pp. 432-433, 1993.
40.Vecchio, V. J. and M. P. Collins, “The Modified Compression-Field Theory for Reinforced Concrete Elements Subjected to Shear,” ACI Journal, March-April, pp. 219-231, 1986.
41.Vecchio, V. J., “Nonlinear Finite Element Analysis of Reinforced Concrete Membranes,” ACI Structural Journal, Vol. 96, No. 1, pp. 26-35, 1989.
42.Vecchio, V. J., “Reinforced Concrete Membrane Element Formulation,” Journal of the Structural Engineering, ASCE, Vol. 116, No. 3, pp. 730-750, 1990.
43.Vecchio, V. J. and M. P. Collins, “Compression Response of Cracked Reinforced Concrete,” Journal of the Structural Engineering, ASCE, Vol. 119, No. 12, pp. 99-107, 1993.
44.Wood, S. L., “Shear Strength of Low-rise Reinforced Concrete Walls,” ACI Structural Journal, Vol. 87, No. 1, pp. 99-107, 1990.
45.Yamada, M., H. Kawamura, and K. Katagihara, “Reinforced Concrete Shear Walls Without Openings Test and Analysis,” Shear in Reinforced Concreted, Vols. 1&2, American Concrete Institute, (Publ SP-42), pp.539-558,1974.
46.Zhang, Z., Hsu, C. T. T. and Moren , J. , "Shear Strengthening of RC Deep Beams Using Carbon Fiber Reinforced Polymer Laminates", Journal of Composites for Construction, ASCE, Vol. 8, No. 5, pp.403-414, September/October, 2004.
47.Zhu, R. H., Hsu, T. T. C. and Lee, J. Y., “Rational Shear Modulus for Smeared Crack Analysis of Reinforced Concrete,” Structural Journal of the American Concrete Institute, Vol. 98, No. 4, July-Aug. 2001, pp. 443-450.
48.Zhu, R. R. H. and Hsu, T. T. C., “Poisson Effect of Reinforced Concrete Membrane Elements,” Structural Journal of the American Concrete Institute, Vol. 99, No. 5, Sept.-Oct., 2002, pp. 631-640.
49.郭雄銘,“鋼筋混凝土低型剪力牆承受反向重覆載重之行為研究”,國立成功大學建築研究所碩士論文,許茂雄教授指導,(1986)。
50.羅必達,“低型鋼筋混凝土剪力牆承受反向重覆載重之剛度變化及耐震診斷”,國立成功大學建築研究所碩士論文,許茂雄教授指導,(1988)。
51.陳亦信,“低型鋼筋混凝土槽縫剪力牆承受反向重覆載重之行為研究”,國立成功大學建築研究所碩士論文,許茂雄教授指導,(1988)。
52.郭建仁,“構件-剪力牆之結構互制”,國立成功大學土木研究所碩士論文,莫詒隆教授指導,(1997)。
53.蔡仁卓,“含鋼筋混凝土剪力牆構架非線性行為分析”,國立成功大學土木研究所博士論文,邱耀正教授指導,(1999)。
54.國家地震工程研究中心,1999年9月21日台灣中部集集地震初步勘災報告(二),報告編號:NCREE-99-031, (1999)。
55.邱聰智,“碳纖FRP在鋼筋混凝土牆之耐震補牆研究”,國立台灣科技大學營建研究所碩士論文,黃世建教授指導,(2002)。
56.陳力平,“含開口RC牆非韌性構架之耐震行為研究”,國立台灣科技大學營建研究所碩士論文,黃世建教授指導,(2002)。
57.陳俊宏,“含開口RC牆非韌性構架之耐震抗剪強度研究”,國立台灣科技大學營建研究所碩士論文,黃世建教授指導,(2002)。
58.張弘彬,“含RC翼牆非韌性構架耐震評估與補強之研究”,國立台灣科技大學營建研究所碩士論文,黃世建教授指導,(2002)。
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