A study on pushover analyses of reinforced concrete columns |
Sung, Yu-Chi
(Department of Civil Engineering, National Taipei University of Technology)
Liu, Kuang-Yen (Department of Civil Engineering, National Taiwan University) Su, Chin-Kuo (Department of Civil Engineering, National Taipei University of Technology) Tsai, I-Chau (Department of Civil Engineering, National Taiwan University) Chang, Kuo-Chun (Department of Civil Engineering, National Taiwan University) |
1 | Hwang, S.J. et al. (2003), 'Study of seismic behavior of nonductile of RC frame infilled with walls with opening', NCREE-03-010, Taiwan |
2 | Hoshikuma, J., Kawashima, K., Nagaya, K. and Taylor, A.W. (1997), 'Stress-strain model for confined concrete in bridge piers', J. Struct. Eng., ASCE, 123(5), 624-633 DOI ScienceOn |
3 | Hsu, Thomas T.C. (1993), Unified Theory of Reinforced Concrete, CRC Press Inc., Florida |
4 | Japan Society of Civil Engineers (2001), 'Cyclic loading test data of reinforced concrete bridge piers', Ductility Design Subcommittee, Earthquake Engineering Committee, Tokyo |
5 | Mander, J.B., Priestley, M.J.N. and Park, R. (1988), 'Theoretical stress-strain model of confined concrete', J. Struct. Div., ASCE, 114(8), 1804-1826 DOI ScienceOn |
6 | Mehta, P.K. et al. (1993), Concrete: Structures, Properties and Materials, 2nd Ed. Prentice Hall, New York |
7 | Nilson, Arthur H. et al. (2003), Design of Concrete Structures, McGraw-Hill, New York |
8 | Priestley, M.J.N., Seible, F. and Calvi, M. (1996), Seismic Design and Retrofit of Bridges, Wiley & Sons, New York |
9 | Priestly, M.J.N., Verma, R. and Xiao, Y. (1994), 'Seismic shear strength of reinforced concrete columns', J. Struct. Eng., ASCE, 120(8), 2310-2329 DOI ScienceOn |
10 | SEAOC Vision 2000 Committee (1995), VISION 2000-Performance-Based Seismic Engineering of Buildings |
11 | Straub, Hans (1952), A History of Civil Engineering, Leonard Hill, London |
12 | Sung, Y.C. and Su, C.K. (2004), 'Nonlinear analysis of reinforced concrete member', NARC-2004, National Taipei University of Technology - Graduate Institute of Civil and Disaster Prevention Engineering, Taipei |
13 | Takemura, H. and Kawashima, K. (1997), 'Effect of loading hysteresis on ductility capacity of reinforced concrete bridge piers', J. Struct. Eng., 43A, 849-858, Japan |
14 | Aschheim, M. and Moehle, J.P. (1992), 'Shear strength and defonnability of reinforced concrete bridge columns subjected to inelastic cyclic displacement', Report No. UCB/EERC-92/04, Earthquake Engineering Research Center, University of California at Berkeley |
15 | ATC-40 (1996), Seismic Evaluation and Retrofit of Concrete Building, Applied Technology Council, California |
16 | Chang, K.C. and Chang, H.F. (1999), 'Seismic retrofit study of rectangular bridge column with CFRP jackets', NCREE-00-030, Taiwan |
17 | Chung, L.L. et al. (2000), 'Seismic retrofit study of RC bridge columns', NCREE-00-035, Taiwan |
18 | Chung, L.L. et al. (2001), 'Seismic retrofit and repair study of RC circular bridge columns with concrete jacketing', NCREE-01-024, Taiwan |
19 | Computers and Structures, Inc. (2002), SAP2000, Integrated Finite Element Analysis and Design of Structures, Analysis Reference Manual, Version 8.12, Berkeley, California |
20 | FEMA 273 (1997), NEHRP Guidelines for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency, Washington, D.C. |
21 | FEMA 274 (1997), NEHRP Guidelines for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency, Washington, D.C. |