REFERENCES: RECTANGULAR COLUMNS

REFERENCES: RECTANGULAR COLUMNS


No.	Specimen Name	Reference
1-107	NIST Report	Taylor, A.W.; Kuo, C.; Wellenius, K.; Chung, D, "A Summary of Cyclic Lateral Load Tests on Rectangular Reinforced Concrete Columns," National Institute of Standards and Technology Report NISTIR 5984, 1997.
1	Gill et al. 1979, No. 1	Gill, Wayne Douglas; Park, R.; and Priestley, M.J.N., “Ductility of Rectangular Reinforced Concrete Columns With Axial Load,” Report 79-1, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, February 1979, 136 pages.
2	Gill et al. 1979, No. 2	Same as above
3	Gill et al. 1979, No. 3	Same as above
4	Gill et al. 1979, No. 4	Same as above
5	Ang et al. 1981, No. 3	Ang Beng Ghee; Priestley, M.J.N.; and Park, R., “Ductility of Reinforced Bridge Piers Under Seismic Loading,” Report 81-3, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, February 1981, 109 pages.
6	Ang et al. 1981, No. 4	Same as above
7	Soesianawati et al. 1986, No. 1	Soesianawati, M.T.; Park, R; and Priestley, M.J.N., “Limited Ductility Design of Reinforced Concrete Columns,” Report 86-10, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, March 1986, 208 pages.
8	Soesianawati et al. 1986, No. 2	Same as above
9	Soesianawati et al. 1986, No. 3	Same as above
10	Soesianawati et al. 1986, No. 4	Same as above
11	Zahn et al. 1986, No. 7	Zahn, F.A.; Park, R; and Priestley, M.J.N., “Design of Reinforced Bridge Columns for Strength and Ductility,” Report 86-7, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, March 1986, 330 pages.
12	Zahn et al. 1986, No. 8	Same as above
13	Watson and Park 1989, No. 5	Watson, Soesianawati; and Park, R., “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.
14	Watson and Park 1989, No. 6	Same as above
15	Watson and Park 1989, No. 7	Same as above
16	Watson and Park 1989, No. 8	Same as above
17	Watson and Park 1989, No. 9	Same as above
18	Tanaka and Park 1990, No. 1	Tanaka, H.; and Park, R., “Effect of Lateral Confining Reinforcement on the Ductile Behavior of Reinforced Concrete Columns,” Report 90-2, Department of Civil Engineering, University of Canterbury, June 1990, 458 pages.
19	Tanaka and Park 1990, No. 2	Same as above
20	Tanaka and Park 1990, No. 3	Same as above
21	Tanaka and Park 1990, No. 4	Same as above
22	Tanaka and Park 1990, No. 5	Same as above
23	Tanaka and Park 1990, No. 6	Same as above
24	Tanaka and Park 1990, No. 7	Same as above
25	Tanaka and Park 1990, No. 8	Same as above
26	Park and Paulay 1990, No. 9	Park, R.; and Paulay, T., “Use of Interlocking Spirals for Transverse Reinforcement in Bridge Columns.” Strength and Ductility of Concrete Substructures of Bridges, RRU (Road Research Unit) Bulletin 84, Vol. 1, 1990, pp. 77-92.
27	Arakawa et al. 1982, No. 102	Arakawa, Takashi; Arai, Yasuyuki; Egashira, Keiichi; and Fujita, Yutaka, “Effects of the Rate of Cyclic Loading on the Load-Carrying Capacity and Inelastic Behavior of Reinforced Concrete Columns,” Transactions of the Japan Concrete Institute, Vol. 4, 1982, pp. 485-492.
28	Nagasaka 1982, HPRC10-63	Nagasaka, Tomoya, “Effectiveness of Steel Fiber as Web Reinforcement in Reinforced Concrete Columns,” Transactions of the Japan Concrete Institute, Vol. 4, 1982, pp. 493-500.
29	Nagasaka 1982, HPRC19-32	Same as above
30	Ohno and Nishioka 1984, L1	Ohno, Tomonori; and Nishioka, Takashi, “An Experimental Study on Energy Absorption Capacity of Columns in Reinforced Concrete Structures,” Proceedings of the JSCE, Structural Engineering/Earthquake Engineering, Vol. 1, No 2., October 1984, pp. 137-147.
31	Ohno and Nishioka 1984, L2	Same as above
32	Ohno and Nishioka 1984, L3	Same as above
33	Ohue et al. 1985, 2D16RS	Ohue, Minoru; Morimoto, Hisao, Fujii, Shigeru; and Morita, Shiro, “The Behavior of R.C. Short Columns Failing in Splitting Bond-Shear Under Dynamic Lateral Loading,” Transactions of the Japan Concrete Institute, Vol. 7, 1985, pp. 293-300.
34	Ohue et al. 1985, 4D13RS	Same as above
35	Zhou et al. 1985, No. 806	Zhou, Xiaozhen; Higashi, Yoichi; Jiang, Weishan; and Shimizu, Yasushi, “Behavior of Reinforced Concrete Column Under High Axial Load,” Transactions of the Japan Concrete Institute, Vol. 7, 1985, pp. 385-392.
36	Zhou et al. 1985, No. 1007	Same as above
37	Zhou et al. 1985, No. 1309	Same as above
38	Imai and Yamamoto 1986, No. 1	Imai, Hiroshi; and Yamamoto, Yoshie, “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, Vol. 8, 1986, pp. 405-418.
39	Zhou et al. 1987, No. 104-08	Zhou, Xiaoshen; Satoh, Toshio; Jiang, Weishan; Ono, Arata; and Shimizu, Yasushi, “Behavior of Reinforced Concrete Short Column Under High Axial Load,” Transactions of the Japan Concrete Institute, Vol. 9, 1987, pp. 541-548.
40	Zhou et al. 1987, No. 114-08	Same as above
41	Zhou et al. 1987, No. 124-08	Same as above
42	Zhou et al. 1987, No. 204-08	Same as above
43	Zhou et al. 1987, No. 214-08	Same as above
44	Zhou et al. 1987, No. 223-09	Same as above
45	Zhou et al. 1987, No. 302-07	Same as above
46	Zhou et al. 1987, No. 312-07	Same as above
47	Zhou et al. 1987, No. 322-07	Same as above
48	Kanda et al. 1988, 85STC-1	Kanda, Makoto; Shirai, Nobuaki; Adachi, Hiromi; and Sato, Toshio, “Analytical Study on Elasto-Plastic Hysteretic Behaviors of Reinforced Concrete Members,” Transactions of the Japan Concrete Institute, Vol.10, 1988, pp. 257-264. (Specimens 85STC-3 and 85PDC-3 only)
49	Kanda et al. 1988, 85STC-2	Same as above
50	Kanda et al. 1988, 85STC-3	Same as above
51	Kanda et al. 1988, 85PDC-1	Same as above
52	Kanda et al. 1988, 85PDC-2	Same as above
53	Kanda et al. 1988, 85PDC-3	Same as above
54	Arakawa et al. 1989, OA2	Arakawa, Takashi; Arai, Yasuyuki; Mizoguchi, Mitsuo; and Yoshida, Minoru, “Shear Resisting Behavior of Short Reinforced Concrete Columns Under Biaxial Bending-Shear,” Transactions of the Japan Concrete Institute, Vol. 11, 1989, pp. 317-324.
55	Arakawa et al. 1989, OA5	Same as above
56	Muguruma et al. 1989, AL-1	Muguruma, Hiroshi; Watanabe, Fumio; and Komuro, Tsutomu, “Applicability of High Strength Concrete to Reinforced Concrete Ductile Column,” Transactions of the Japan Concrete Institute, Vol. 11, 1989, pp. 309-316.
57	Muguruma et al. 1989, AH-1	Same as above
58	Muguruma et al. 1989, AL-2	Same as above
59	Muguruma et al. 1989, AH-1	Same as above
60	Muguruma et al. 1989, BL-1	Same as above
61	Muguruma et al. 1989, BH-1	Same as above
62	Muguruma et al. 1989, BL-2	Same as above
63	Muguruma et al. 1989, BH-2	Same as above
64	Ono et al. 1989, CA025C	Ono, Arata; Shirai, Nobuaki; Adachi, Hiromi; and Sakamaki, Yoshio, “Elasto-Plastic Behavior of Reinforced Concrete Column With Fluctuating Axial Force,” Transactions of the Japan Concrete Institute, Vol. 11, 1989, pp. 239-246.
65	Ono et al. 1989, CA060C	Same as above
66	Sakai et al. 1990, B1	Sakai, Yuuki; Hibi, Junichi; Otani, Shunsuke; and Aoyama, Hiroyuki, “Experimental Study on Flexural Behavior of Reinforced Concrete Columns Using High-Strength Concrete,” Transactions of the Japan Concrete Institute, Vol. 12, 1990, pp. 323-330.
67	Sakai et al. 1990, B2	Same as above
68	Sakai et al. 1990, B3	Same as above
69	Sakai et al. 1990, B4	Same as above
70	Sakai et al. 1990, B5	Same as above
71	Sakai et al. 1990, B6	Same as above
72	Sakai et al. 1990, B7	Same as above
73	Amitsu et al. 1991, CB060C	Amitsu, Shigeyuki; Shirai, Nobuaki; Adachi, Hiromi; and Ono, Arata, “Deformation of Reinforced Concrete Column with High or Fluctuating Axial Force,” Transactions of the Japan Concrete Institute, Vol. 13, 1991, pp. 355-362.
74	Wight and Sozen 1973, No. 40.033a(East)	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 pages.
75	Wight and Sozen 1973, No. 40.033a(West)	Same as above
76	Wight and Sozen 1973, No. 40.048(East)	Same as above
77	Wight and Sozen 1973, No. 40.048(West)	Same as above
78	Wight and Sozen 1973, No. 40.033(East)	Same as above
79	Wight and Sozen 1973, No. 40.033(West)	Same as above
80	Wight and Sozen 1973, No. 25.033(East)	Same as above
81	Wight and Sozen 1973, No. 25.033(West)	Same as above
82	Wight and Sozen 1973, No. 40.067(East)	Same as above
83	Wight and Sozen 1973, No. 40.067(West)	Same as above
84	Wight and Sozen 1973, No. 40.147(East)	Same as above
85	Wight and Sozen 1973, No. 40.147(West)	Same as above
86	Wight and Sozen 1973, No. 40.092(East)	Same as above
87	Wight and Sozen 1973, No. 40.092(West)	Same as above
88	Atalay and Penzien 1975, No. 1S1	Atalay, M.B.; and Penzien, J. “The Seismic Behavior of Critical Regions of Reinforced Concrete Components as Influenced by Moment, Shear and Axial Force,” Report No. EERC 75-19, University of California, Berkeley, December 1975, 226 pages.
89	Atalay and Penzien 1975, No. 2S1	Same as above
90	Atalay and Penzien 1975, No. 3S1	Same as above
91	Atalay and Penzien 1975, No. 4S1	Same as above
92	Atalay and Penzien 1975, No. 5S1	Same as above
93	Atalay and Penzien 1975, No. 6S1	Same as above
94	Atalay and Penzien 1975, No. 9	Same as above
95	Atalay and Penzien 1975, No. 10	Same as above
96	Atalay and Penzien 1975, No. 11	Same as above
97	Atalay and Penzien 1975, No. 12	Same as above
98	Umehara and Jirsa 1982, CUS	Umehara, H.; and Jirsa, J.O., “Shear Strength and Deterioration of Short Reinforced Concrete Columns Under Cyclic Deformations,” PMFSEL Report No. 82-3, Department of Civil Engineering, University of Texas at Austin, Austin Texas, July 1982, 256 pages.
99	Umehara and Jirsa 1982, CUW	Same as above
100	Umehara and Jirsa 1982, 2CUS	Same as above
101	Bett et al. 1985 , No. 1-1	Bett, Bart J.; Klingner, Richard E.; and Jirsa, James 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, Texas, December 1985, 75 pages.
102	Azizinamini et al. 1988, NC-2	Azizinamini, Atorod; Johal, Lakhpal S.; Hanson, Norman W.; Musser, Donald W.; and Corley, William G.; “Effects of Transverse Reinforcement on Seismic Performance of Columns – A Partial Parametric Investigation,” Project No. CR-9617, Construction Technology Laboratories, Skokie, Illinois, Sept. 1988.
103	Azizinamini et al. 1988, NC-4	Same as above
104	Saatcioglu and Ozcebe 1989, U1	Saatcioglu, Murat; and Ozcebe, Guney, “Response of Reinforced Concrete Columns to Simulated Seismic Loading,” American Concrete Institute, ACI Structural Journal, January – February, 1989, pp. 3-12.
105	Saatcioglu and Ozcebe 1989, U3	Same as above
106	Saatcioglu and Ozcebe 1989, U4	Same as above
107	Saatcioglu and Ozcebe 1989, U6	Same as above
108	Saatcioglu and Ozcebe 1989, U7	Same as above
109	Galeota et al. 1996, AA1	Galeota, D.: Giammatteo, M.M.; Marino, R., "Seismic Resistance of High Strength Concrete Columns." Procedings of the Eleventh World Conference on Earthquake Engineering, Disc 3, Paper No. 1390, 1996.
110	Galeota et al. 1996, AA2	Same as above
111	Galeota et al. 1996, AA3	Same as above
112	Galeota et al. 1996, AA4	Same as above
113	Galeota et al. 1996, BA1	Same as above
114	Galeota et al. 1996, BA2	Same as above
115	Galeota et al. 1996, BA3	Same as above
116	Galeota et al. 1996, BA4	Same as above
117	Galeota et al. 1996, CA1	Same as above
118	Galeota et al. 1996, CA2	Same as above
119	Galeota et al. 1996, CA3	Same as above
120	Galeota et al. 1996, CA4	Same as above
121	Galeota et al. 1996, AB1	Same as above
122	Galeota et al. 1996, AB2	Same as above
123	Galeota et al. 1996, AB3	Same as above
124	Galeota et al. 1996, AB4	Same as above
125	Galeota et al. 1996, BB	Same as above
126	Galeota et al. 1996, BB1	Same as above
127	Galeota et al. 1996, BB4	Same as above
128	Galeota et al. 1996, BB4B	Same as above
129	Galeota et al. 1996, CB1	Same as above
130	Galeota et al. 1996, CB2	Same as above
131	Galeota et al. 1996, CB3	Same as above
132	Galeota et al. 1996, CB4	Same as above
133	Wehbe et al. 1998, A1	Wehbe, N., Saiidi, M.S., and Sanders, D,. “Confinement of Rectangular Bridge Columns for Modrate Seismic Areas,” National Center for Earthquake Engineering Research (NCEER) Bulletin, Volume 12, Number 1, Spring 1998.
134	Wehbe et al. 1998, A2	Same as above
135	Wehbe et al. 1998, B1	Same as above
136	Wehbe et al. 1998, B2	Same as above
137	Lynn et al. 1998, 3CLH18	1. Lynn, A., Moehle, J.P., Mahin, S.A., Holmes, W.T., "Seismic Evaluation of Existing Reinforced Concrete Building Columns," Earthquake Spectra, Nov. 1996, 715-739
138	Lynn et al. 1998, 2CLH18	2. Lynn, Abraham; “Seismic Evaluation of Existing Reinforced Concrete Building Colums,” Ph.D. Thesis, University of California at Berkeley, Berkley, California, 1999, 284 pages.
139	Lynn et al. 1998, 2CMH18	Same as above
140	Lynn et al. 1998, 3CMH18	Same as above
141	Lynn et al. 1998, 3CMD12	Same as above
142	Lynn et al. 1996, 3SLH18	Same as above
143	Lynn et al. 1996, 2SLH18	Same as above
144	Lynn et al. 1996, 3SMD12	Same as above
145	Xiao and Martirossyan 1998, HC4-8L19-T10-0.1P	Xiao, Yan; and Martirossyan, Armen, “Seismic Performance of High-Strength Concrete Columns,” Journal of Structural Engineering, March, 1998, pp. 241-251.
146	Xiao and Martirossyan 1998, HC4-8L19-T10-0.2P	Same as above
147	Xiao and Martirossyan 1998, HC4-8L16-T10-0.1P	Same as above
148	Xiao and Martirossyan 1998, HC4-8L16-T10-0.2P	Same as above
149	Xiao and Martirossyan 1998, HC4-8L16-T6-0.1P	Same as above
150	Xiao and Martirossyan 1998, HC4-8L16-T6-0.2P	Same as above
151	Sugano 1996, UC10H	Sugano, Shunsuke, “Seismic Behavior of Reinforced Concrete Columns Which used Ultra-High-Strength Concrete,” Paper No. 1383, Eleventh World Conference on Earthquake Engineering, 1996.
152	Sugano 1996, UC15H	Same as above
153	Sugano 1996, UC20H	Same as above
154	Sugano 1996, UC15L	Same as above
155	Sugano 1996, UC20L	Same as above
156	Nosho et al. 1996, No. 1	Nosho, Kirk; Stanton, John; and MacRae, Gregory; “Retrofit of Rectangular Reinforced Concrete Columns using Tonen Forca Tow Sheet Carbon Fiber Wrapping,” Report No. SGEM 96-2, Department of Civil Engineering, University of Washington, Seattle, Washington, July 1996.
157	Bayrak and Sheikh 1996, ES-1HT	1) Bayrak, Oguzhan; Sheikh, Shamim, “Confinement Steel Requirements for High Strength Concrete Columns,” Paper No. 463, Eleventh World Conference on Earthquake Engineering, 1996.
158	Bayrak and Sheikh 1996, AS-2HT	2) Bayrak, Oguzhan; Sheikh, Shamim, "Confinement Reinforcement Design Considerations for Ductile HSC Columns," Journal of Structural Engineering, September 1998, pp. 999-1010.
159	Bayrak and Sheikh 1996, AS-3HT	Same as above
160	Bayrak and Sheikh 1996, AS-4HT	Same as above
161	Bayrak and Sheikh 1996, AS-5HT	Same as above
162	Bayrak and Sheikh 1996, AS-6HT	Same as above
163	Bayrak and Sheikh 1996, AS-7HT	Same as above
164	Bayrak and Sheikh 1996, ES-8HT	Same as above
165	Saatcioglu and Grira 1999, BG-1	Saatcioglu, Murat; and Grira, Mongi, “Confinement of Reinforced Concrete Columns with Welded Reinforcement Grids,” American Concrete Institute, ACI Structural Journal, Vol. 96, No. 1, January-February 1999, pp. 29-39.
166	Saatcioglu and Grira 1999, BG-2	Same as above
167	Saatcioglu and Grira 1999, BG-3	Same as above
168	Saatcioglu and Grira 1999, BG-4	Same as above
169	Saatcioglu and Grira 1999, BG-5	Same as above
170	Saatcioglu and Grira 1999, BG-6	Same as above
171	Saatcioglu and Grira 1999, BG-7	Same as above
172	Saatcioglu and Grira 1999, BG-8	Same as above
173	Saatcioglu and Grira 1999, BG-9	Same as above
174	Saatcioglu and Grira 1999, BG-10	Same as above
175	Matamoros et al. 1999,C10-05N	Matamoros, A.B.; “Study of Drift Limits for High-Strength Concrete Columns,” Department of Civil Engineering, University of Illinois at Urbana-Champaign, Urbana, Illinois, Oct 1999.
176	Matamoros et al. 1999,C10-05S	Same as above
177	Matamoros et al. 1999,C10-10N	Same as above
178	Matamoros et al. 1999,C10-10S	Same as above
179	Matamoros et al. 1999,C10-20N	Same as above
180	Matamoros et al. 1999,C10-20S	Same as above
181	Matamoros et al. 1999,C5-00N	Same as above
182	Matamoros et al. 1999,C5-00S	Same as above
183	Matamoros et al. 1999,C5-20N	Same as above
184	Matamoros et al. 1999,C5-20S	Same as above
185	Matamoros et al. 1999,C5-40N	Same as above
186	Matamoros et al. 1999,C5-40S	Same as above
187	Mo and Wang 2000,C1-1	Mo, Y.L.; and Wang, S.J., "Seismic Behavior of RC Columns with Various Tie Configurations", Journal of Structural Engineering, ASCE, Vol. 126 No.10, October, 2000, pp. 1122-1130
188	Mo and Wang 2000,C1-2	Same as above
189	Mo and Wang 2000,C1-3	Same as above
190	Mo and Wang 2000,C2-1	Same as above
191	Mo and Wang 2000,C2-2	Same as above
192	Mo and Wang 2000,C2-3	Same as above
193	Mo and Wang 2000,C3-1	Same as above
194	Mo and Wang 2000,C3-2	Same as above
195	Mo and Wang 2000,C3-3	Same as above
196	Aboutaha and Machado 1999, ORC1	Aboutaha, R.S.; and Machado, R.I., "Seismic Resistance of Steel-Tubed High-Strength Reinforced-Concrete Columns", Journal of Structural Engineering, May 1999, pp. 485-494.
197	Aboutaha and Machado 1999, ORC2	Same as above
198	Aboutaha and Machado 1999, ORC3	Same as above
199	Aboutaha et al. 1999, SC3	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", American Concrete Institute, ACI Structural Journal, Vol. 96, No.1, January-February1999, pp.68-78.
200	Aboutaha et al. 1999, SC9	Same as above
201	Thomsen and Wallace 1994, A1	Thomsen, John; and Wallace, John, “Lateral Load Behavior of Reinforced Concrete Columns Constructed Using High-Strength Materials,” American Concrete Institute, ACI Structural Journal, Vol. 91, No. 5, September-October 1994, pp. 605-615.
202	Thomsen and Wallace 1994, A3	Same as above
203	Thomsen and Wallace 1994, B1	Same as above
204	Thomsen and Wallace 1994, B2	Same as above
205	Thomsen and Wallace 1994, B3	Same as above
206	Thomsen and Wallace 1994, C1	Same as above
207	Thomsen and Wallace 1994, C2	Same as above
208	Thomsen and Wallace 1994, C3	Same as above
209	Thomsen and Wallace 1994, D1	Same as above
210	Thomsen and Wallace 1994, D2	Same as above
211	Thomsen and Wallace 1994, D3	Same as above
212	Sezen and Moehle No. 1	1. Sezen H., Seismic Behavior and Modeling of Reinforced Concrete Building Columns, Ph.D. Dissertation, Department of Civil and Environmental Engineering, University of California, Berkeley, December 2002.
213	Sezen and Moehle No. 2	2. Sezen H., and Moehle J. P. 2006. “Seismic Tests of Concrete Columns with Light Transverse Reinforcement.” ACI Structural Journal, Vol. 103, No. 6, pp. 842-849
214	Sezen and Moehle No. 4
215	Paultre & Legeron, 2000, No. 1006015	Legeron, F.; and Paultre, P., " Behavior of High-Strength Concrete Columns under Cyclic Flexure and Constant Axial Load", American Concrete Institute, ACI Structural Journal, Vol. 97, No. 4, July-August 2000, pp. 591-601.
216	Paultre & Legeron, 2000, No. 1006025	Same as above
217	Paultre & Legeron, 2000, No. 1006040	Same as above
218	Paultre & Legeron, 2000, No. 10013015	Same as above
219	Paultre & Legeron, 2000, No. 10013025	Same as above
220	Paultre & Legeron, 2000, No. 10013040	Same as above
221	Paultre et al., 2001, No. 806040	Paultre, P.; Legeron, F.; and Mongeau, D., " Influence of Concrete Strength and Transverse Reinforcement Yield Strength on Behavior of High-Strength Concrete Columns", American Concrete Institute, ACI Structural Journal, Vol. 98, No. 4, July-August 2001, pp. 490-501.
222	Paultre et al., 2001, No. 1206040	Same as above
223	Paultre et al., 2001, No. 1005540	Same as above
224	Paultre et al., 2001, No. 1008040	Same as above
225	Paultre et al., 2001, No. 1005552	Same as above
226	Paultre et al., 2001, No. 1006052	Same as above
227	Pujol 2002, No. 10-2-3N	Pujol, S., "Drift Capacity of Reinforced Concrete Columns Subjected to Displacement Reversals," Thesis, Purdue University, August 2002
228	Pujol 2002, No. 10-2-3S	Same as above
229	Pujol 2002, No. 10-3-1.5N	Same as above
230	Pujol 2002, No. 10-3-1.5S	Same as above
231	Pujol 2002, No. 10-3-3N	Same as above
232	Pujol 2002, No. 10-3-3S	Same as above
233	Pujol 2002, No. 10-3-2.25N	Same as above
234	Pujol 2002, No. 10-3-2.25S	Same as above
235	Pujol 2002, No. 20-3-1.5N	Same as above
236	Pujol 2002, No. 20-3-1.5S	Same as above
237	Pujol 2002, No. 20-3-3N	Same as above
238	Pujol 2002, No. 20-3-3S	Same as above
239	Pujol 2002, No. 10-2-2.25N	Same as above
240	Pujol 2002, No. 10-2-2.25S	Same as above
241	Pujol 2002, No. 10-1-2.25N	Same as above
242	Pujol 2002, No. 10-1-2.25S	Same as above
243	Bechtoula, Kono, Arai and Watanabe, 2002, D1N30	Kono, Susumu; and Watanabe, Fumio, " Damage Evaluation of Reinforced Concrete Columns Under Multiaxial Cyclic Loadings", The Second U.S.-Japan Workshop on Performance-Based Earthquake Engineering Methodology for Reinfoced Concrete Building Structures, Sapporo, Japan, September 2000.
244	Bechtoula, Kono, Arai and Watanabe, 2002, D1N60	Same as above
245	Bechtoula, Kono, Arai and Watanabe, 2002, L1D60	Arai, Yusaku; Hakim, Bechtoula; Kono, Susumu; Watanabe, Fumio, "Damage Assessment of Reinforced Concrete Columns Under High Axial Loading", Personal Contact, September 2002.
246	Bechtoula, Kono, Arai and Watanabe, 2002, L1N60	Same as above
247	Bechtoula, Kono, Arai and Watanabe, 2002, L1N6B	Same as above
248	Takemura and Kawashima, 1997, Test 1 (JSCE-4)	Takemura, H. and Kawashima, K. (1997), "Effect of loading hysteresis on ductility capacity of bridge piers," Journal of Structural Engineering, Vol. 43A, pp. 849-858, Japan.
249	Takemura and Kawashima, 1997, Test 2 (JSCE-5)	Same as above
250	Takemura and Kawashima, 1997, Test 3 (JSCE-6)	Same as above
251	Takemura and Kawashima, 1997, Test 4 (JSCE-7)	Same as above
252	Takemura and Kawashima, 1997, Test 5 (JSCE-8)	Same as above
253	Takemura and Kawashima, 1997, Test 6 (JSCE-9)	Same as above
254	Xiao & Yun 2002, No. FHC1-0.2	Xiao, Yan, and Henry W. Yun. "Experimental studies on full-scale high-strength concrete columns." ACI Structural Journal 99.2 (2002).
255	Xiao & Yun 2002, No. FHC2-0.34	Same as above
256	Xiao & Yun 2002, No. FHC3-0.22	Same as above
257	Xiao & Yun 2002, No. FHC4-0.33	Same as above
258	Xiao & Yun 2002, No. FHC5-0.2	Same as above
259	Xiao & Yun 2002, No. FHC6-0.2	Same as above
260	Bayrak & Sheikh, 2002, No. RS-9HT	Bayrak, O., and S. A. Sheikh. "Design of rectangular HSC columns for ductility." ACI Special Publication 213 (2003).
261	Bayrak & Sheikh, 2002, No. RS-10HT	Same as above
262	Bayrak & Sheikh, 2002, No. RS-11HT	Same as above
263	Bayrak & Sheikh, 2002, No. RS-12HT	Same as above
264	Bayrak & Sheikh, 2002, No. RS-13HT	Same as above
265	Bayrak & Sheikh, 2002, No. RS-14HT	Same as above
266	Bayrak & Sheikh, 2002, No. RS-15HT	Same as above
267	Bayrak & Sheikh, 2002, No. RS-16HT	Same as above
268	Bayrak & Sheikh, 2002, No. RS-17HT	Same as above
269	Bayrak & Sheikh, 2002, No. RS-18HT	Same as above
270	Bayrak & Sheikh, 2002, No. RS-19HT	Same as above
271	Bayrak & Sheikh, 2002, No. RS-20HT	Same as above
272	Bayrak & Sheikh, 2002, No. WRS-21HT	Same as above
273	Bayrak & Sheikh, 2002, No. WRS-22HT	Same as above
274	Bayrak & Sheikh, 2002, No. WRS-23HT	Same as above
275	Bayrak & Sheikh, 2002, No. WRS-24HT	Same as above
276	Xiao et al, 1994, R1A	Priestley, M .J. Nigel; Seible, Frieder; Xiao, Yan; and Verma, Ravindra; "Steel Jacket Retrofitting of Reinforced Conrete Bridge Columns for Enhanced Shear Strength - Part I: Theoretical Considerations and Test Design." ACI Structural Journal, July-Aug 1994,pp 394-405.
277	Xiao et al, 1994, R3A	Priestley, M .J. Nigel; Seible, Frieder; Xiao, Yan; and Verma, Ravindra; "Steel Jacket Retrofitting of Reinforced Conrete Bridge Columns for Enhanced Shear Strength - Part II: Test Results and Comparison with Theory." ACI Structural Journal, Sept-Oct 1994,pp 537-551.
278	Xiao et al, 1994, R5A	Same as above
279	Ramirez & Jirsa, 1980, 00-U	Ramirez, H.; and Jirsa, J. O.; Effect of Axial Load on Shear Behavior of Short RC Columns Under Cyclic Lateral Deformations. Department of Civil Enginerring, The Universtiy of Texas at Austin, PMFSEL Report No. 80-1, June 1980.
280	Ramirez & Jirsa, 1980, 120C-U	Same as above
281	Wight and Sozen 1973, No. 00.033(East)	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 pages.
282	Wight and Sozen 1973, No. 00.033(West)	Same as above
283	Wight and Sozen 1973, No. 00.048(East)	Same as above
284	Wight and Sozen 1973, No. 00.048(West)	Same as above
285	Saatcioglu and Ozcebe 1989, U2	Saatcioglu, Murat; and Ozcebe, Guney, “Response of Reinforced Concrete Columns to Simulated Seismic Loading,” American Concrete Institute, ACI Structural Journal, January – February, 1989, pp. 3-12.
286	Esaki, 1996 H-2-1/5	Esaki, Fumiya; "Reinforcing Effect of Steel Plate Hoops on Ductility of R/C Square Column." Eleventh World Congerence on Earthquake Engineering [Proceedings], Pergamon, Elsevier Science Ltd., Paper No. 199.
287	Esaki, 1996 HT-2-1/5	Same as above
288	Esaki, 1996 H-2-1/3	Same as above
289	Esaki, 1996 HT-2-1/3	Same as above
290	Iwasaki, 1985, P-18	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.
291	Iwasaki, 1985, P-21	Same as above
292	Iwasaki, 1985, P-25	Same as above
293	Mattock & Wang, 1984, C210-S0	Mattock, Alan; and Wang, Zuhua, "Shear Strength of Reinforced Concrete Members Subject to High Axial Compressive Stress." ACI Journal, May-June 1984, pp 287-298.
294	Mattock & Wang, 1984, C210-S1	Same as above
295	Mattock & Wang, 1984, C210-S2	Same as above
296	Mattock & Wang, 1984, C210-S4	Same as above
297	Mattock & Wang, 1984, C210-S6	Same as above
298	Mattock & Wang, 1984, C105-S3	Same as above
299	Mattock & Wang, 1984, C105-S6	Same as above
300	Mattock & Wang, 1984, C205-S0	Same as above
301	Mattock & Wang, 1984, C205-S3	Same as above
302	Kostantakopoulos & Bousias, C190	Kostantakopoulos, Georgios; and Bousias, Stathis, "Experimental Study of the Effect of Reinforcement Stability on the Capacity of Reinforced Concrete Columns." 13th World Conference on Earthquake Engineering, Aug 2004, Paper No. 770.
303	Kostantakopoulos & Bousias, C130	Same as above
304	Kostantakopoulos & Bousias, C100	Same as above
305	Kostantakopoulos & Bousias, C160	Same as above
306	Xiao & Wu, 2003, RC-1A	Xiao, Yan; and Wu, Hui; "Retrofit of Reinforced Concrete Columns Using Partially Stiffened Steel Jackets." Journal of Structural Engineering, ASCE, Vol 129, Iss. 6, June 2003, pp 725-732.