Degradation of shear strength of reinforced concrete members with inelastic cyclic displacements

ACI Structural Journal

Volumn 101, Issue 6, 2004, Pages 773-783

  Biskinis, Dionysis E ^a   Roupakias, George K ^a   Fardis, Michael N ^a  

^a UNIVERSITY OF PATRAS   (Greece)

Author keywords

Column; Deformation; Loading; Reinforced concrete; Test

Indexed keywords

COLUMNS (STRUCTURAL); CONCRETE BEAMS AND GIRDERS; CONCRETE TESTING; CYCLIC LOADS; DATABASE SYSTEMS; DEFORMATION; MATHEMATICAL MODELS; SHEAR STRENGTH;

INELASTIC CYCLIC DISPLACEMENTS; REINFORCED CONCRETE MEMBERS; SHEAR RESISTANCE; TRUSS ANALOGY;

REINFORCED CONCRETE;

EID: 9444280895     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (86)

1. Priestley, M. J. N.; Verma, R.; and Xiao, Y., "Seismic Shear Strength of Reinforced Concrete Columns," Journal of the Structural Division, ASCE, V. 120, No. 8, Aug. 1994.
2. Kowalsky, M. J., and Priestley, M. J. N., "Improved Analytical Model for Shear Strength of Circular Reinforced Concrete Columns in Seismic Regions," ACI Structural Journal, V. 97, No. 3, May-June 2000, pp. 388-396.
3. Ascheim, M. A., and Moehle, J. P., "Shear Strength and Deformability of RC Bridge Columns Subjected to Inelastic Cyclic Displacements," Report UCB/EERC-92/04, University of California, Earthquake Engineering Research Center, Berkeley, Calif., 1992.
4. Moehle, J.; Lynn, A.; Elwood, K.; and Sezen, H., "Gravity Load Collapse of Building Frames During Earthquakes," PEER Report: 2nd U.S.-Japan Workshop on Performance-Based Design Methodology for Reinforced Concrete Building Structures, Pacific Earthquake Engineering Research Center, Richmond, Calif., 2001.
5. Aboutaha, R. S.; Engelhardt, M. D.; Jirsa, J. O.; and Kreger, M. E., "Rehabilitation of Shear Critical Concrete Columns by Use of Rectangular Steel Jackets," ACI Structural Journal, V. 96, No. 1, Jan.-Feb. 1999, pp. 68-78.
6. Adachi, Y.; Ishizaki, H.; Ikehata, S.; and Ikeda, S., "Verification of the Failure of Reinforced Concrete Piers Under the Near-Field Earthquake," Proceedings, 1st fib Congress, Osaka, Japan, Oct. 2002.
7. Adajar, J. C.; Yamaguchi, T.; and Imai, H., "Seismic Behavior of Precast Shear Wall with Bar Splices Confined to Spiral Steel," Transactions of the Japan Concrete Institute, V. 17, 1995, pp. 189-195.
8. Ghee, A. B.; Priestley, M. J. N.; and Paulay, T., "Seismic Shear Strength of Circular Bridge Piers," Report 85-5, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, July 1985.
9. Ghee, A. B.; Priestley, M. J. N.; and Paulay, T., "Seismic Shear Strength of Circular Reinforced Concrete Columns," ACI Structural Journal, V. 86, No. 1, Jan.-Feb. 1989, pp. 45-58.
10. Arai, M.; Yoshida, M.; Yamamoto, T.; and Yamada, K., "An Experimental Study on Shear-Flexural Behavior of Cast-in-Place Concrete Piles," Transactions of the Japan Concrete Institute, V. 22, 2000, pp. 287-292.
11. Arakawa, T.; He, M. X.; Arai, Y.; and Mizoguchi, M., "Ultimate Shear Strength of Spirally-Confined Concrete Columns," Transactions of the Japan Concrete Institute, V. 9, 1987, pp. 305-312.
12. Arakawa, T.; He, M.-X.; Arai, Y.; and Mizoguchi, M., "Shear Resisting Behavior of Reinforced Concrete Columns with Spiral Hoops," Transactions of the Japan Concrete Institute, V. 10, 1988, pp. 155-162.
13. Araki, H.; Sugano, S.; and Kabayama, K., "Seismic Behavior of Reinforced Concrete Members which Used Coal Ash," Proceedings, 1st fib Congress, Osaka, Japan, Oct. 2002.
14. Bett, B. J.; Klingner, R. E.; and Jirsa, J. O., "Behavior of Strengthened and Repaired Reinforced Concrete Columns Under Cyclic Deformations," PMFSEL Report No. 85-3 Department of Civil Engineering, University of Texas at Austin, Austin, Tex., 1985.
15. Budeck, A. M.; Priestley, M. J. N.; and Lee, C. O., "Seismic Design of Columns with High-Strength Wire and Strand as Spiral Reinforcement," ACI Structural Journal, V. 99, No. 5, Sept.-Oct. 2002, pp. 660-670.
16. Building Research Institute, "A List of Experimental Results on Deformation Ability of Reinforced Concrete Columns Under Large Deflection (No. 2)," Report No. 49-III-(3)-1, Ministry of Construction Japan, 1976.
17. Building Research Institute, "A List of Experimental Results on Deformation Ability of Reinforced Concrete Columns Under Large Deflection (No. 3)," Report No. 21, Ministry of Construction, Japan, 1978.
18. Chai, Y. H.; Priestley, M. J. N.; and Seible, F., "Retrofit of Bridge Columns for Enhanced Seismic Performance," Program of U.S.-Japan Workshop on Seismic Retrofit of Bridges, UJNR, U.S.-Japan Panel on Wind and Seismic Effects, Dec. 1990, Tsukuba Science City, Japan.
19. Chai, Y. H.; Priestley, M. J. N.; and Seible, F., "Seismic Retrofit of Circular Bridge Columns for Enhanced Flexural Performance," ACI Structural Journal, V. 88, No. 5, Sept.-Oct. 1991, pp. 572-589.
20. Chang, K.; Liu, K.; and Chang, S., "Seismic Retrofit Study of RC Rectangular Bridge Columns Lap-Spliced at the Plastic Hinge Zone," FRP Composites in Civil Engineering, V. 1, 2001, pp. 869-875.
21. Combescure, D.; Queval, J. C.; and Sollogoub, P., "CAMUS Experimental Program: In-Plane Seismic Tests of 1/3rd Scaled R/C Bearing Walls," Eleventh European Conference on Earthquake Engineering, Balkema, Rotterdam 1998.
22. Esaki, F., "Reinforcing Effect of Steel Plate on Ductility of R/C Square Column," Proceedings of the Eleventh World Conference on Earthquake Engineering, Acapulco, Mexico, Paper No. 199, 1996.
23. Fujikura, S.; Kawashima, K.; Shoji, G.; Zhang, J.; and Takemura, H., "Effect of the Interlocking Ties and Cross Ties on the Dynamic Strength and Ductility of Rectangular Reinforced Concrete Bridge Columns," Journal of Structural Mechanics and Earthquake Engineering, JSCE, No. 640/I-50, 2000, pp. 71-88.
24. Fujikura, S.; Kawashima, K.; Shoji, G.; Zhang, J.; and Takemura, H., "Strength and Ductility of Reinforced Concrete Bridge Columns with Interlocking Ties and Cross Ties," Report No. TIT/EERG 98-9, Tokyo Institute of Technology, Tokyo, Japan, 1998.
25. Ikeda, A., Report of the Training Institute for Engineering Teachers, Yokohama National University, Yokohama, Japan, Mar. 1968.
26. Imai, H., and Yamamoto, Y., "A Study on Causes of Earthquake Damage of Izumi High School due to Miyagi-Ken-Oki Earthquake in 1978," Transactions of the Japan Concrete Institute, V. 8, 1986, pp. 405-418.
27. Iwasaki, T.; Kawashima, K.; Hagiwara, R.; Hasegawa, K.; Koyama, T.; and Yoshida, T., "Experimental Investigation on Hysteretic Behavior of Reinforced Concrete Bridge Pier Columns," Proceedings of the Second Joint U.S.-Japan Workshop on Performance and Strengthening of Bridge Structures and Research Needs, San Francisco, Calif., Aug. 1985.
28. Kabeyasawa, T., and Hiraishi, H., "Test and Analyses of High-Strength Reinforced Concrete Shear Walls in Japan," High-Strength Concrete in Seismic Regions, SP-176, C. W. French and M. E. Kreger, eds., American Concrete Institute, Farmington Hills, Mich., 1998, pp. 281-309.
29. Kabeyasawa, T.; Matui, T.; Kato, A.; Kuramoto, H.; and Nagashima, I., "Dynamic Test and Analysis of Reinforced Concrete Wall Elements," U.S.-Japan Workshop, 2003.
30. Kabeyasawa, T.; Tasai, A.; Ohsugi, Y.; and Hassane, O., "Test and Analyses of Reinforced Concrete Columns Strengthened with Economical Sheet Against Axial Load Collapse During Major Earthquake," Fifth International Congress on Advances in Civil Engineering, Istanbul, Turkey, Sept. 2002.
31. Kawashima, K.; Une, H.; and Sakai, J., "Seismic Performance of Hollow Reinforced Concrete Arch Ribs Subjected to Cyclic Lateral Force under Varying Axial Load," Journal of Structural Engineering, JSCE, Japan, 2002.
32. Kim, Y. J., "The Shear Response of Circular Concrete Columns Reinforced with High Strength Steel Spirals," MASc thesis, Department of Civil Engineering, University of Toronto, Ontario, Canada, 2000.
33. Kokusho, S., Report by Building Research Institute, Building Research Institute, Tsukuba, Japan, Mar. 1964.
34. Kokusho, S., and Fukuhara, M., Report by Kokusho Laboratory, Tokyo Industrial University, Mar. 1965.
35. Kuramoto, H., and Minami, K., "Experiments on the Shear Strength of Ultra-High Strength Reinforced Concrete Columns," Proceedings of the Tenth World Conference on Earthquake Engineering, Madrid, Spain: Balkema, Rotterdam, 1992, pp. 3001-3006.
36. Laboratorio Nacional de Engenharia Civil, "Shaking Table Testing of Piers P1/1 TO P1/6," Report 139/99-C3ES.
37. Laboratorio Nacional de Engenharia Civil, "Shaking Table Testing of Piers P2/1, P2/2, P2/4, P2/5, P2/7, P2/10, P2/12 and P2/13," Report 268/99-C3ES.
38. Lynn, A., "Seismic Evaluation of Existing Reinforced Concrete Building Columns," thesis, University of California at Berkeley, Berkeley, Calif., 1999.
39. Lynn, A.; Moehle, J. P.; Mahin, S. A.; and Holmes, W. T., "Seismic Evaluation of Existing Reinforced Concrete Building Columns," Earthquake Spectra, V. 12, No. 4, Nov. 1996, pp.715-739.
40. Ma, S. H.; Bertero, V. V.; and Popov, E. P., "Experimental and Analytical Studies on the Hysteretic Behavior of Reinforced Concrete Rectangular and T Beams," Report No. UCB/EERC 76-2, Earthquake Engineering Research Center, University of California, Berkeley, Calif., 1976.
41. Masukawa, J.; Akiyama, H.; and Saito, H., "Retrofit of Existing Reinforced Concrete Piers by Using Carbon Fiber Sheet and Aramid Fiber Sheet," Non-Metallic (FRP) Reinforcement for Concrete Structures, Proceedings of the Third International Symposium, V. 1, Oct. 1997.
42. Masuo, K., "Seismic Retrofitting of Reinforced Concrete Columns with Wing Walls Using Carbon Fiber Reinforced Plastic Walls," Fourth International Symposium on Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures, SP-188, C. W. Dolan, S. H. Rizkalla, and A. Nanni, eds., American Concrete Institute, Farmington Hills, Mich., 1999, pp. 193-204.
43. Minami, K., and Wakabayashi, M., "Rational Analysis of Shear in Reinforced Concrete Columns," IABSE Colloquium-Advanced Mechanics of Reinforced Concrete, Delft, The Netherlands, 1981, pp. 603-614.
44. Mo, Y. L.; Wong, D. C.; and Maekawa, K., "Seismic Performance of Hollow Bridge Columns," ACI Structural Journal, V. 100, No. 3, May-June 2003, pp. 337-348.
45. Mutsuyoshi, H.; Ishibashi, T.; Okano, M.; and Katsuki, F., "New Design Method for Seismic Retrofit of Bridge Columns with Continuous Fiber Sheet - Performance-Based Design," Fourth International Symposium on Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures, SP-188, C. W. Dolan, S. H. Rizkalla, and A. Nanni, eds., American Concrete Institute, Farmington Hills, Mich., 1999, pp. 229-241.
46. Oesterle, R. G.; Aristizabal-Ochoa, J. D.; Fiorato, A. E.; Russess, H. G.; and Corley, W. G.; "Earthquake-Resistant Structural Walls - Tests of Isolated Walls - Phase II," Report, Construction Technology Laboratories, Portland Cement Association, Skokie, Ill., Oct. 1979.
47. Oesterle, R. G.; Fiorato, A. E.; Johal, L. S.; Carpenter, J. E.; Russell, H. G.; and Corley, W. G., "Earthquake-Resistant Structural Walls - Tests of Isolated Walls," Report, Construction Technology Laboratories, Portland Cement Association, Skokie, Ill., Nov. 1976, 315 pp.
48. Ohue, M.; Morimoto, H.; Fujii, S.; and Morita, S., "The Behavior of R.C. Short Columns Failing in Splitting Bond-Shear Under Dynamic Lateral Loading," Transactions of the Japan Concrete Institute, V. 7, 1985, pp. 293-300.
49. Pilakoutas, K., and Elnashai, A. S., "Cyclic Behavior of Reinforced Concrete Cantilever Walls, Part I: Experimental Results," ACI Structural Journal, V. 92, No. 3, May-June 1995, pp. 271-281.
50. Pilakoutas, K., and Elnashai, A. S., "Cyclic Behavior of Reinforced Concrete Cantilever Walls, Part II: Discussions and Theoretical Comparisons," ACI Structural Journal, V. 92, No. 4, July-Aug. 1995, pp. 425-434.
51. Priestley, M. J. N.; Seible, F.; and Chai, Y. H., "Seismic Retrofit of Bridge Columns Using Steel Jackets," Proceedings of the Tenth World Conference on Earthquake Engineering, Madrid, Spain: Balkema, Rotterdam, 1992, pp. 5285-5290.
52. Priestley, M. J. N.; Seible, F.; Xiao, Y.; and Verma, R., "Steel Jacket Retrofitting of Reinforced Concrete Bridge Columns for Enhanced Shear Strength - Part 1: Theoretical Considerations and Test Design," ACI Structural Journal, V. 91, No. 4, July-Aug. 1994, pp. 394-404.
53. Priestley, M. J. N.; Seible, F.; Xiao, Y.; and Verma, R., "Steel Jacket Retrofitting of Reinforced Concrete Bridge Columns for Enhanced Shear Strength - Part 2: Test Results and Comparison with Theory," ACI Structural Journal, V. 91, No. 5, Sept.-Oct. 1994, pp. 537-550.
54. Saadatmanesh, H.; Ehsani, M. R.; and Jin, L., "Repair of Earthquake-Damaged RC Columns with FRP Wraps," ACI Structural Journal, V. 94, No. 2, Mar.-Apr. 1997, pp. 206-215.
55. Sezen, H., and Moehle, J., "Evaluation and Testing of Existing Reinforced Concrete Columns," CE 299 Report, Department of Civil and Environmental Engineering, University of California, Berkeley, Calif., 2000.
56. Shito, K.; Ohashi, G.; and Kuroiwa, T., "Seismic Performance of Bridge Columns with Interlocking Spiral/Hoop Reinforcement," Proceedings 1st fib Congress, Osaka, Japan, Oct. 2002.
57. Tasios, T. P.; Moretti, M.; and Bezas, A., "On the Behavior and Ductility of Reinforced Concrete Coupling Beams of Shear Walls," ACI Structural Journal, V. 93, No. 6, Nov.-Dec. 1996, pp. 711-720.
58. Umemura, H., and Endo, T., Report by Umemura Lab, Tokyo University, Dec. 1970.
59. Vallenas, J. M.; Bertero V. V.; and Popov, E. P., "Hysteretic Behavior of Reinforced Concrete Structural Walls," Report No. UCB/EERC 79-20, University of California, Berkeley, Calif., 1979.
60. Wight, J. K., and Sozen, M. A., "Shear Strength Decay in Reinforced Concrete Columns Subjected to Large Deflection Reversals," Structural Research Series No. 403, Civil Engineering Studies, University of Illinois, Urbana-Champaign, Ill., Aug. 1973, 290 pp.
61. Wight, J. K., and Sozen, M. A., "Strength Decay of RC Columns Under Shear Reversals," Journal of the Structural Division, ASCE, V. 101, No. ST5, May 1975.
62. Wu, G.; Lü, Z.; and Jiang, J., "Seismic Behavior of RC Columns Strengthened with CFS," FRP Composites in Civil Engineering, V. 1, 2001, pp. 877-884.
63. Xiao, Y.; Wu, H.; and Martin, G. R., "Prefabricated Composite Jacketing of RC Columns for Enhanced Shear Strength," Journal of Structural Engineering, ASCE, Mar. 1999, pp. 255-264.
64. Yamamoto, T., "FRP Strengthening of RC Columns for Seismic Retrofitting," Proceedings of the Tenth World Conference on Earthquake Engineering, Madrid, Spain; Balkema, Rotterdam, 1992, pp. 5205-5210.
65. Yeh, Y. K.; Mo, Y. L.; and Yang, C. Y., "Seismic Performance of Rectangular Hollow Bridge Columns," Journal of Structural Engineering, ASCE, Jan. 2002, pp. 60-68.
66. Zhou, X.; Satoh, T.; Jiang, W.; Ono, A.; and Shimizo, Y., "Behavior of Reinforced Concrete Short Column Under High Axial Load," Transactions of Japan Concrete Institute, V. 9, 1987, pp. 541-548.
67. Panagiotakos, T., and Fardis, M. N., "Deformations of Reinforced Concrete Members at Yielding and Ultimate," ACI Structural Journal, V. 98, No. 2, Mar.-Apr. 2001, pp. 135-148.
68. Biskinis, D.; Roupakias, G.; and Fardis, M. N., "Stiffness and Cyclic Deformation Capacity of Circular Concrete Columns," Befestigungstechnik, Bewehrungstechnik und., W. Fuchs and H.-W. Reinhardt, eds., ibidem, Stuttgart, Germany, 2002, pp. 321-330.
69. CEN, "European Standard EN 1992-1-1: Eurocode 2: Design of Concrete Structures: Part 1 - 1: General Rules and Rules for Buildings," Stage 51 Draft, Comite Europeen de Normalisation, Brusells, Belgium, Dec. 2003.
70. CEB, "CEB-FIP Model Code 1990," Bulletin d'Information No. 203/204/205, Comité Euro-International du Béton, Lausanne, Switzerland, 1991.
71. CEN, "European Standard EN 1998-1: Eurocode 8: Design of Structures for Earthquake Resistance. Part 1: General Rules, Seismic Actions and Rules for Buildings," Stage 51 Draft, Comite Europeen de Normalisation, Brusells, Belgium, Dec. 2003.
72. Alcantara, P. A.; Yamaguchi, T.; and Imai, H., "A Study on the Influence of Shear Reinforcement Ratio to the Seismic Performance of Precast Concrete Columns," Transactions of the Japan Concrete Institute, V. 17, 1995, pp. 173-180.
73. Barda, F.; Hanson, J. M.; and Corley, W. G., "Shear Strength of Low-Rise Walls with Boundary Elements," Reinforced Concrete Structures in Seismic Zones, SP-53, N. M. Hawkins, ed., American Concrete Institute, Farmington Hills, Mich., 1977, pp. 149-202.
74. Bunno, M.; Komura, N.; Maeda, M.; and Kabeyasawa, T., "Experimental Study on Behavior of Reinforced Concrete Beams Under Axial Restraint," Transactions of the Japan Concrete Institute, V. 21, 1999, pp. 343-350.
75. Esaki, F., "Reinforcing Effect of Square Steel Tube on Ductility of R/C Framed Shear Wall Whose Predominant Action is Flexure," Transactions of the Japan Concrete Institute, V. 16, 1994, pp. 333-340.
76. Hotta, H.; Abe, T.; and Ando, H., "A Study on Effectiveness of Eccentric Arrangement of Reinforcement in RC Columns," Paper No. 665, Proceedings of the Eleventh World Conference on Earthquake Engineering, Acapulco, Mexico, 1996.
77. Iihoshi, C.; Fukuyama, H.; Matsumoto, Y.; and Abe, S., " Strengthening Effect of Reinforced Concrete Elements with Polyacetal Fiber Sheets," Fourth International Symposium on Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures, SP-188, C. W Dolan, S. H. Rizkalla, and A. Nanni, eds., American Concrete Institute, Farmington Hills, Mich., 1999, pp. 659-669.
78. Iliya, R., and Bertero, V. V., "Effects of Amount and Arrangement of Wall-Panel Reinforcement on Hysteretic Behavior of Reinforced Concrete Walls," Report No. UCB/EERC 80-04, Earthquake Engineering Research Center, University of California, Berkeley, Calif, 1980.
79. Imai, H., and Castro, J. J., "Influence of Anchorage Configurations of Lateral Reinforcement on the Seismic Behavior of Reinforced Concrete Columns," Proceeding of fib Symposium, Concrete Structures in Seismic Regions, Athens, May 2003.
80. Lee, J. Y., and Watanabe, F., "Shear Deterioration of Reinforced Concrete Beams Subjected to Reversed Cyclic Loading," ACI Structural Journal, V. 100, No. 4, July-Aug. 2003, pp. 480-489.
81. Nguyen, X. H., and Irawan, P., "Experimental Study on Shear Capacity of RC Short Columns under Multi-Directional Loading," Proceeding of fib Symposium, Concrete Structures in Seismic Regions, Athens, May 2003.
82. Palermo, D., and Vecchio, F., "Behavior of Three-Dimensional Reinforced Concrete Shear Walls," ACI Structural Journal, V. 99, No. 1, Jan.-Feb. 2002, pp. 81-89.
83. Tasai, A., "Effective Repair with Resin for Bond Failure of RC Members," Proceedings of the Tenth World Conference on Earthquake Engineering, Madrid, Spain; Balkema, Rotterdam, 1992, pp. 5211-5216.
84. Wang T. Y.; Bertero V. V.; and Popov, E. P., "Hysteretic Behavior of Reinforced Concrete Framed Walls," Report No. UCB/EERC 75-23, University of California, Berkeley, Calif., 1975.
85. Zhang, A.; Yamakawa, T.; Zhong, P.; and Oka, T., "Experimental Study on Seismic Performance of Reinforced Concrete Columns Retrofitted with Composite-Materials Jackets," Fourth International Symposium on Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures, SP-188, C. W. Dolan, S. H. Rizkalla, and A. Nanni, eds., American Concrete Institute, Farmington Hills, Mich., 1999, pp. 269-278.
86. Zhou, X.; Higashi, Y.; Jiang, W.; and Shimizu, Y., "Behavior of Reinforced Concrete Column Under High Axial Load," Transactions of the Japan Concrete Institute, V. 7, 1985, pp. 385-392.