| REFERENCE TABLE: SPIRAL-REINFORCED COLUMNS | ||
| No. | Specimen Name | Reference |
| 1-92 | NIST Report | Taylor, A.W.; Stone, W.C., " A Summary of Cyclic Lateral Load Tests on Spiral Reinforced Concrete Columns", National Institute of Standards and Technology Report NISTIR 5285, 1993 |
| 1 | Davey 1975, No. 1 | Davey, B.E., "Reinforced Concrete Bridge Piers Under Seismic Loading," Master of Engineering Report, Civil Engineering Department, University of Canterbury, Christchurch, New Zealand, February 1975, 107 pages. |
| 2 | Davey 1975, No. 2 | same as above |
| 3 | Davey 1975, No. 3 | same as above |
| 4 | Munro et al. 1976, No. 1 | Munro, I.R.M.; Park, R.; and Priestley, M.J.N., Seismic Behaviour of Reinforced Concrete Bridge Piers, Report 76-9, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, February 1976, 106 pages. |
| 5 | Ng et al. 1978, No. 2 | Ng Kit Heng; Priestley, M.J.N.; and Park, R., Seismic Behaviour of Circular Reinforced Concrete Bridge Piers, Report 78-14, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, February 1978, 129 pages. |
| 6 | Ng et al. 1978, No. 3 | same as above |
| 7 | Ang et al. 1981, No. 1 | Ang Beng Ghee; Priestley, M.J.N.; and Park, R., Ductility of Reinforced Concrete Bridge Piers Under Seismic Loading, Report 81-3, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, February 1981, 113 pages. |
| 8 | Ang et al 1981, No. 2 | same as above |
| 9 | Potangaroa et al. 1979, No. 1 | 1.Pontangaroa, R.T.; Priestley, M.J.N.; and Park, R., Ductility of Spirally Reinforced Concrete Columns Under Seismic Loading, Report 79-8, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, February 1979, 116 pages. |
| 10 | Potangaroa et al. 1979, No. 3 | 2.Priestley, M.J.N.; Park, R.; and Potangaroa, R.T., "Ductility of Sprirally-Confined Concrete Columns," Journal of the Structural Division, Proceedings of the ASCE, Vol.107, No. ST1, January 1981, pp. 181-202. |
| 11 | Potangaroa et al. 1979, No. 4 | same as above |
| 12 | Potangaroa et al. 1979, No. 5A | same as above |
| 13 | Potangaroa et al. 1979, No. 5B | same as above |
| 14 | Ang et al. 1985, No. 1 | 1.Ang Beng Ghee; 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. |
| 15 | Ang et al. 1985, No. 2 | 2.Ang Beng Ghee; Priestley, M.J.N.; and Paulay, T., "Seismic Shear Strength of Circular Reinforced Concrete Columns," ACI Structural Journal, January-February 1989, pp. 45-59. |
| 16 | Ang et al. 1985, No. 3 | same as above |
| 17 | Ang et al. 1985, No. 4 | same as above |
| 18 | Ang et al. 1985, No. 5 | same as above |
| 19 | Ang et al. 1985, No. 6 | same as above |
| 20 | Ang et al. 1985, No. 7 | same as above |
| 21 | Ang et al. 1985, No. 8 | same as above |
| 22 | Ang et al. 1985, No. 9 | same as above |
| 23 | Ang et al. 1985, No. 10 | same as above |
| 24 | Ang et al. 1985, No. 11 | same as above |
| 25 | Ang et al. 1985, No. 12 | same as above |
| 26 | Ang et al. 1985, No. 13 | same as above |
| 27 | Ang et al. 1985, No. 14 | same as above |
| 28 | Ang et al. 1985, No. 15 | same as above |
| 29 | Ang e. al. 1985, No. 16 | same as above |
| 30 | Ang et al. 1985, No. 17 | same as above |
| 31 | Ang et al. 1985, No. 18 | same as above |
| 32 | Ang et al. 1985, No. 19 | same as above |
| 33 | Ang et al. 1985, No. 20 | same as above |
| 34 | Ang et al. 1985, No. 21 | same as above |
| 35 | Ang et al. 1985, No. 22 | same as above |
| 36 | Ang et al. 1985, No. 23 | same as above |
| 37 | Ang et al. 1985, No. 24 | same as above |
| 38 | Ang et al. 1985, No. 25 | same as above |
| 39 | Zahn et al. 1986, No. 5 | Zahn, F.A.; Park, R.; and Priestley, M.J.N., Design of Reinforced Concrete Bridge Columns for Strength and Ductility, Report 86-7, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, March 1986, 380 pages. |
| 40 | Zahn et al. 1986, No. 6 | same as above |
| 41 | Watson & Park 1989, No 10 | Watson, S., Design of Reinforced Concrete Frames of Limited Ductility, Report 89-4, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, January 1989, 232 pages. |
| 42 | Watson & Park 1989, No 11 | same as above |
| 43 | Wong et al. 1990, No. 1 | 1.Wong, Y.L.; Paulay, T.; and Priestley, M.J.N., Squat Circular Bridge Piers Under Multi-Directional Seismic Attack, Report 90-4, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, October 1990, 264 pages. |
| 44 | Wong et al. 1990, No. 2 | 2. Wong, Y.L., Paulay, T., and Priestley, M.J.N. (1993). "Response of Circular Reinforced Concrete Columns to Multi-Directional Seismic Attack." ACI Structural Journal, Vol 90, No.2, pp. 180-191. |
| 45 | Wong et al. 1990, No. 3 | same as above |
| 46 | Petrovski & Ristic 1984, M1E1 | Petrovski, Jakim; and Ristic, Danilo, Reversed Cyclic Loading Test of Bridge Column Models, Report IZIIZ 84-164, Institute of Earthquake Engineering and Engineering Seismology, September 1984, 62 pages. |
| 47 | Petrovsky & Ristic 1984, M1E2 | same as above |
| 48 | Petrovsky & Ristic 1984, M2E1 | same as above |
| 49 | Petrovsky & Ristic 1984, M2E2 | same as above |
| 50 | Lim et al. 1990, Con1 | 1. Lim, Kuang Y.; McLean, David I.; and Henley, Edward H., "Moment-Reducing Hinge Details for the Bases of Bridge Columns," Transportation Research Record, No. 1275, Transportation Research Board, Washington, D.C., 1991, 11 pages. |
| 51 | Lim et al. 1990, Con1 | 2. McLean, David I.; and Lim, Kuang Y., "Moment-Reducing Hinge Details for the Bases of Bridge Columns," Report No.WA-RD 220.1, Washington State Department of Transportation, Planning, Research and Public Transportation Division, October 1990, 36 pages. |
| 52 | Lim et al. 1990, Con1 | 3. Lim, K.Y.; and McLean, D.I., "Scale Model Studies of Moment-Reducing Hinge Details in Bridge Columns," ACI Structural Journal, Vol. 88, No. 4, July-August, 1991, pp. 465-474. |
| 53 | NIST, Full Scale Flexure | 1. Cheok, G.S.; and Stone, William C., Behavior of 1/6-Scale Model Bridge Columns Subjected to Cycle Inelastic Loading, NBSIR 86-3494, Center for Building Technology, National Engineering Laboratory, National Institute of Standards and Technology, Gaithersburg, Maryland, 20899, November 1986, 291 pages. |
| 54 | NIST, Full Scale Shear | 2. Stone, William C.; and Cheok, Geraldine S., Inelastic Behavior of Full-Scale Bridge Columns Subjected to Cyclic Loading, NIST BSS 166, Building Science Series, Center for Building Technology, National Engineering Laboratory, National Institute of Standards and Technology, Gaithersburg, Maryland, 20899, January 1989, 252 pages. |
| 55 | NIST, Model N1 | same as above |
| 56 | NIST, Model N2 | same as above |
| 57 | NIST, Model N3 | same as above |
| 58 | NIST, Model N4 | same as above |
| 59 | NIST, Model N5 | same as above |
| 60 | NIST, Model N6 | same as above |
| 61 | BRI No. 2 (Japan), spbaa1 | Kenchiku Kenkyu Shiryo, "Aseismic Analysis of Building Structural Members: a List of Experimental Results on Deformation Ability of Reinforced Concrete Columns Under Large Deflection (No.2)," Building Research Institute, Ministry of Construction, Japan, March 1975, 115 pages. |
| 62 | BRI No. 3 (Japan), ws21bs | Kenchiku Kenkyu Shiryo No. 21, "Aseismic Analysis of Building Structural Members: a List of Experimental Results on Deformation Ability of Reinforced Concrete Columns Under Large Deflection (No.3)," Building Research Institute, Ministry of Construction, Japan, February 1978, 182 pages. |
| 63 | BRI No. 3 (Japan), ws22bs | same as above |
| 64 | BRI No. 3 (Japan), ws25bs | same as above |
| 65 | BRI No. 3 (Japan), ws26bs | same as above |
| 66 | BRI No. 3 (Japan), ws27bs | same as above |
| 67 | Arakawa et al. 1987, No. 1 | Arakawa, Takashi; He, Ming-Xuan; Arai, Yasuyuki; and Mizoguchi, Mitsuo, "Ultimate Shear Strength of Spirally-Confined Concrete Columns", Transactions of the Japan Concrete Institute, Vol.9, 1987, pp. 305-312. |
| 68 | Arakawa et al. 1987, No. 2 | Arakawa, Takashi; He, Ming-Xuan; Arai, Yasuyuk; and Mizoguchi, Mitsuo, "Shear Resisting Behavior of Reinforced Concrete Columns With Spiral Hoops," Transactions of the Japan Concrete Institute, Vol.10, 1998, pp. 155-162. |
| 69 | Arakawa et al. 1987, No. 3 | same as above |
| 70 | Arakawa et al. 1987, No. 4 | same as above |
| 71 | Arakawa et al. 1987, No. 6 | same as above |
| 72 | Arakawa et al. 1987, No. 8 | same as above |
| 73 | Arakawa et al. 1987, No. 9 | same as above |
| 74 | Arakawa et al. 1987, No. 10 | same as above |
| 75 | Arakawa et al. 1987, No. 11 | same as above |
| 76 | Arakawa et al. 1987, No. 12 | same as above |
| 77 | Arakawa et al. 1987, No. 13 | same as above |
| 78 | Arakawa et al. 1987, No. 14 | same as above |
| 79 | Arakawa et al. 1988, No. 15 | same as above |
| 80 | Arakawa et al. 1988, No. 16 | same as above |
| 81 | Arakawa et al. 1988, No. 17 | same as above |
| 82 | Arakawa et al. 1988, No. 18 | same as above |
| 83 | Arakawa et al. 1988, No. 19 | same as above |
| 84 | Arakawa et al. 1988, No. 20 | same as above |
| 85 | Arakawa et al. 1988, No. 21 | same as above |
| 86 | Arakawa et al. 1988, No. 22 | same as above |
| 87 | Arakawa et al. 1988, No. 23 | same as above |
| 88 | Arakawa et al. 1988, No. 24 | same as above |
| 89 | Arakawa et al. 1988, No. 25 | same as above |
| 90 | Arakawa et al. 1988, No. 26 | same as above |
| 91 | Arakawa et al. 1988, No. 27 | same as above |
| 92 | Arakawa et al. 1988, No. 28 | same as above |
| 93 | Kunnath et al. 1997, A2 | Kunnath, Sashi, K.; El-Bahy, Ashraf; Taylor, Andrew; and Stone, William, Cumulative Seismic Damage of Reinforced Concrete Bridge Piers, Technical Report NCEER-97-0006, National Center for Earthquake Engineering Research, September 1997, 147 pages |
| 94 | Kunnath et al. 1997, A3 | same as above |
| 95 | Kunnath et al. 1997, A4 | same as above |
| 96 | Kunnath et al. 1997, A5 | same as above |
| 97 | Kunnath et al. 1997, A6 | same as above |
| 98 | Kunnath et al. 1997, A7 | same as above |
| 99 | Kunnath et al. 1997, A8 | same as above |
| 100 | Kunnath et al. 1997, A9 | same as above |
| 101 | Kunnath et al. 1997, A10 | same as above |
| 102 | Kunnath et al. 1997, A11 | same as above |
| 103 | Kunnath et al. 1997, A12 | same as above |
| 104 | Benzoni & Priestley 1994, NR1 | Priestley, M.J.Nigel; Benzoni, Gianmario, Seismic Performance of Circular Columns with Low Longitudinal Reinforcement Ratios, ACI Structural Journal, vol93, No.4, July-August, 1996, pp. 474-485 |
| 105 | Benzoni & Priestley 1994, NR2 | same as above |
| 106 | Hose et al., 1997, SRPH1 | Hose, Y.D., Seible, F. and Priestley, M.J.N., Strategic Relocation of Plastic Hinges in Bridge Columns, Structural Systems Research Project, 97/05, University of California, San Diego, La Jolla, September 1997 |
| 107 | Vu et al. 1998, NH1 | Vu, Nganha D.; Priestley, M.J.Nigel; Seible, Frieder; Benzoni, Gianmario,Seismic Response of Well Confined Circular Reinforced Concrete Columns with Low Aspect Ratios, 5th Caltrans Seismic Research Workshop, 1998 |
| 108 | Vu et al. 1998, NH2 | same as above |
| 109 | Vu et al. 1998, NH3 | same as above |
| 110 | Vu et al. 1998, NH4 | same as above |
| 111 | Vu et al. 1998, NH5 | same as above |
| 112 | Vu et al. 1998, NH6 | same as above |
| 113 | Kowalsky et al. 1996, FL1 | Kowalsky, M.J.; Priestley, M.J.N.; and Seible, F, “Shear and Flexural Behavior of Lightweight Concrete Bridge Columns in Seismic Regions,” American Concrete Institute, ACI Structural Journal, Vol. 96, No. 1, January-February 1999, pp. 136-148. |
| 114 | Kowalsky et al. 1996, FL2 | same as above |
| 115 | Kowalsky et al. 1996, FL3 | same as above |
| 116 | Lehman et al. 1998, 415 | Lehman, D.E.; Moehle, J.P.; "Seismic Performance of Well-Confined Concrete Bridge Columns," Pacific Earthquake Engineering Research Center, PEER 1998/01, Dec. 2000 |
| 117 | Lehman et al. 1998, 815 | same as above |
| 118 | Lehman et al. 1998, 1015 | same as above |
| 119 | Lehman et al.1998, 407 | same as above |
| 120 | Lehman et al. 1998, 430 | same as above |
| 121 | Calderone et al. 2000, 328 | Calderone, A.J., Lehman, D.E.(2000), Moehle, J.P., "Behavior of Reinforced Concrete Bridge Columns Having Varying Aspect Ratios and Varying Lengths of Confinement," Pacific Earthquake Engineering Research Center Report 2000/08. |
| 122 | Calderone et al. 2000, 828 | same as above |
| 123 | Calderone et al. 2000,1028 | same as above |
| 124 | Sritharan et al. 1996, IC1 | Sritharan, S.; Priestley, M.J.N.; Seible F., "Seismic Response of Column/Cap Beam Tee Connections with Cap Beam Prestressing," University of California, San Diego, Structural Systems Research Project, Report No. SSRP-96/09, December 1996 |
| 125 | Sritharan et al. 1996, IC2 | same as above |
| 126 | Sritharan et al. 1996, IC3 | same as above |
| 127 | Saatcioglu & Baingo 1999, RC1 | Saatcioglu, M.; and Baingo, D, "Circular High-Strength Concrete Columns Under Simulated Seismic Loading." Journal of Structural Engineering. March 1999, pp. 272-280. |
| 128 | Saatcioglu & Baingo 1999, RC2 | same as above |
| 129 | Saatcioglu & Baingo 1999, RC3 | same as above |
| 130 | Saatcioglu & Baingo 1999, RC4 | same as above |
| 131 | Saatcioglu & Baingo 1999, RC6 | same as above |
| 132 | Saatcioglu & Baingo 1999, RC7 | same as above |
| 133 | Saatcioglu & Baingo 1999, RC8 | same as above |
| 134 | Saatcioglu & Baingo 1999, RC9 | same as above |
| 135 | Nelson & Price 2000, Col1 | Nelson, Jared M., "Damage Model Calibration for Reinforced Concrete Columns," Master's Thesis, Department of Civil and Environmental Engineering, University of Washington, 2000. |
| 136 | Nelson & Price 2000, Col2 | same as above |
| 137 | Nelson & Price 2000, Col3 | same as above |
| 138 | Nelson & Price 2000, Col4 | same as above |
| 139 | Nelson & Price 2000, Col5 | same as above |
| 140 | Nelson & Price 2000, Col6 | same as above |
| 141 | Henry et al. 1998, 415p | Henry, L. and Mahin, S. A., Study of Buckling of Longitudinal Bars in Reinforced Concrete Bridge Columns, Report to the California Department of Transportation, 1999. |
| 142 | Henry et al. 1998, 415s | same as above |
| 143 | Chai, Priestley, and Seible 1991, Test 3 | Chai, Yuk; Priestley, M.; and Seible, Frieder; "Seismic Retrofit of Circular Bridge Columns for Enhanced Flexural Performance," ACI Structural Journal, V88., No.5, September-October 1991, pp. 572-584. |
| 144 | Soderstrom 2001,C1 | Roeder et al, "Seismic Performance of Pile-Wharf Connections", Pacific Earthquake Engineering Research Center, PEER, Dec. 2001. |
| 145 | Soderstrom 2001,C2 | same as above |
| 146 | Soderstrom 2001,C3 | same as above |
| 147 | Soderstrom 2001,C4 | same as above |
| 148 | Graff, 2001,C5 | same as above |
| 149 | Graff, 2001,C6 | same as above |
| 150 | Graff, 2001,C7 | same as above |
| 151 | Graff, 2001,C8 | same as above |
| 152 | Kowalsky & Moyer, 2001, 1 | Moyer, M.J. and Kowalsky, M.J., "Influence of tension strain on buckling of reinforcement in RC bridge columns." ACI Structural Journal, 2002. |
| 153 | Kowalsky & Moyer, 2001, 2 | same as above |
| 154 | Kowalsky & Moyer, 2001, 3 | same as above |
| 155 | Kowalsky & Moyer, 2001, 4 | same as above |
| 156 | Coffman et al. 1993, Column 1 | Coffman, Harvey L.; Marsh, M. Lee; Brown, Colin B., "Seismic Durability of Retrofitted Reinforced-Concrete Columns", Journal of Structural Engineering, Vol. 119, No. 5, pp.1643-1661. |
| 157 | Hamilton 2002, UCI-1 | Hamilton, C. H., Pardoen, G. C. and Kazanjy, R. P., "Experimental Testing of Bridge Columns Subjected to Reversed-Cyclic and Pulse-type Loading Histories," Report 2001-03, Civil Engineering Technical Report Series, University of California, Irvine, 2002. |
| 158 | Hamilton 2002, UCI-2 | same as above |
| 159 | Hamilton 2002, UCI-3 | same as above |
| 160 | Hamilton 2002, UCI-4 | same as above |
| 161 | Hamilton 2002, UCI-5 | same as above |
| 162 | Hamilton 2002, UCI-6 | same as above |
| 163 | McDaniel, 1997, S1 | McDaniel, Cole, "Scale Effects on the Shear Strength of Circular Reinforced Concrete Columns.", University of California, San Diego, 1997. |
| 164 | McDaniel, 1997, S1-2 | same as above |
| 165 | McDaniel, 1997, S2 | same as above |
| 166 | Ohtaki et al, 1997, L1 | Ohtaki, t.; Benzoni,G.; Priestley M.J.N.; "Seismic Performance of a Full-Scale Bridge Column - As Built and As Repaired," University of California, San Diego, Structural Systems Research Project, Report No. SSRP-96/07, November, 1996. |
| 167 | Iwasaki, 1985, P-26 | Iwasaki, Toshio; Kawashima, Kazuhiko; Hagiwara, Ryoji; Hasegawa, Kinji; Koyama, Tatsuhiko; and Yoshida, Takeshi, Experimental Investigation on Hysteretic Behavior of Reinforce Concrete Bridge Pier Columns. Public Works Research Institute, Ministry of Construction, 17th Joint Meeting, U.S.-Japan Panel on Wind and Seismic Effects, Japan, May 1985. |
| 168 | Iwasaki, 1985, P-30 | same as above |