Discussion: Simulated Seismic Load Tests on Reinforced Concrete Columns
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References
1.
Ang, B. H., Priestley, M. J. N., and Park, R. (1981). “Ductility of reinforced concrete bridge piers under seismic loading.”Res. Rep. 81-3, Dept. of Civ. Engrg., Univ. of Canterbury, Christchurch, New Zealand.
2.
Atalay, M. B., and Penzien, J. (1975). “The seismic behavior of critical regions of reinforced concrete components as influenced by moment, shear and axial force.”UBC/EERC-75/19, Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Calif.
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Azizinamini, A.(1994). “Seismic behavior of square high-strength concrete columns.”ACI Struct. J., 91(3), 336–345.
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Davey, B. E., and Park, R. (1975). “Reinforced concrete bridge piers under seismic loading.”Res. Rep. 75-3, Dept. of Civ. Engrg., Univ. of Canterbury, Christchurch, New Zealand.
5.
Gill, W. D., Park, R., and Priestley, M. J. N. (1979). “Ductility of rectangular reinforced concrete columns with axial load.”Res. Rep. 79-1, Dept. of Civ. Engrg., Univ. of Canterbury, Christchurch, New Zealand.
6.
Heng, N. K., Priestley, M. J. N., and Park, R. (1978). “Seismic behavior of circular reinforced concrete bridge piers.”Res. Rep. 78-14, Dept. of Civ. Engrg., Univ. of Canterbury, Christchurch, New Zealand.
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Thomsen, J. H., and Wallace, J. W.(1994). “Lateral load behavior of reinforced concrete columns constructed using high-strength materials.”ACI Struct. J., 91(5), 605–615.
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Copyright © 1996 American Society of Civil Engineers.
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Published online: Feb 1, 1996
Published in print: Feb 1996
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