Analytical Modeling of Hysteretic Behavior of R/C Frames
Publication: Journal of Structural Engineering
Volume 113, Issue 3
Abstract
A theory for an enhanced mathematical model of R/C frame members is presented and its accuracy is verified by simulating various laboratory experiments for which data were available in the literature. New member and global damage parameters are defined. These damage parameters are useful for subsequent reliability analysis of damaged concrete frames.
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References
1.
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.” Earthquake Engrg. Research Center Report No. EERC 75‐19, Univ. of California, Berkeley, Calif.
2.
Bolotin, V. V. (1964). “The dynamic stability of elastic systems.” Holden‐Day, San Francisco, Calif.
3.
Clough, R. W., and Johnston, S. B. (1966). “Effect of stiffness degradation on earthquake ductility requirements.” Proceedings of Japan Earthquake Engineering Symposium, Tokyo, Japan, 227–232.
4.
Clough, R. W., and Gidwani, J. (1976). “Reinforced concrete frame 2: seismic testing and analytical correlation.” Earthquake Engrg. Research Center Report No. EERC 76‐15, Univ. of California, Berkeley, Calif.
5.
Giberson, M. F. (1969). “Two nonlinear beams with definitions of ductility.” J. Struct. Div., ASCE, 95(2), 137–157.
6.
Gulkan, P., and Sozen, M. A. (1971). “Response and energy dissipation of reinforced concrete frames subjected to strong base motions.” Structural Research Series No. 377, Univ. of Illinois, Urbana, Ill.
7.
Healey, T. J., and Sozen, M. A. (1978). “Experimental study of the dynamic response of a ten‐story reinforced concrete frame with a tall first story.” Structural Research Series No. 450, Univ. of Illinois, Urbana, Ill.
8.
Kanaan, A. E., and Powell, G. H. (1973). “DRAIN‐2D, a general purpose computer program for dynamic analysis of inelastic plane structures.” Report No. EERC 73‐6 and EERC 73‐22, Univ. of California, Berkeley, Calif. Revised Sept., 1973 and Aug., 1975.
9.
Keshavarzian, M., and Schnobrich, W. C. (1984). “Computed nonlinear seismic response of R/C wall‐frame structures.” Structural Research Series No. 515, Univ. of Illinois, Urbana, Ill.
10.
Litton, R. W. (1975). “A contribution to the analysis of concrete structures under cyclic loading,” thesis presented to the University of California, Berkeley, Calif., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
11.
Ma, S. M., Bertero, V. V., and Popov, E. P. (1976). “Experimental and analytical studies on the hysteretic behavior of reinforced concrete rectangular and Tbeams.” Earthquake Engrg. Research Center Report No. EERC 76‐2, Univ. of California, Berkeley, Calif.
12.
Meyer, C., Roufaiel, M. S. L., and Arzoumanidis, S. G. (1983). “Analysis of damaged concrete frames for cyclic loads.” Earthquake Engrg. Struct. Dyn., 11(2), 207–228.
13.
Otani, S., and Sozen, M. A. (1972). “Behavior of multistory reinforced concrete frames during earthquakes.” Structural Research Series No. 392, Univ. of Illinois, Urbana, Ill.
14.
Park, R., Kent, D. C., and Sampson, R. A. (1972). “Reinforced concrete members with cyclic loading.” J. Struct. Div., ASCE, 98(7), 1341–1360.
15.
Popov, E. P., Bertero, V. V., and Krawinkler, H. (1972). “Cyclic behavior of three R.C. flexural members with high shear.” Earthquake Engrg. Research Center Report No. EERC 72‐5, Univ. of California, Berkeley, Calif.
16.
Roufaiel, M. S. L., and Meyer, C. (1983). “Analysis of damaged concrete frame buildings.” Report No. NSF‐CEE81‐21359‐1, Dept. of Civ. Engrg. and Engrg. Mech., Columbia Univ., New York, N.Y.
17.
Roufaiel, M. S. L., and Meyer, C. (1987). “Reliability of concrete frames damaged by earthquakes.” J. Struct. Engrg., ASCE, 113(3), 445–457.
18.
Scribner, C. F., and Wight, J. K. (1978). “Delaying shear strength decay in reinforced concrete flexural members under large load reversals.” Report UMEE 78R2, Dept. of Civ. Engrg., Univ. of Mich., Ann Arbor, Mich.
19.
Takeda, T., Sozen, M. A., and Nielsen, N. N. (1970). “Reinforced concrete response to simulated earthquakes,” J. Struct. Div., ASCE, 96(12), 2557–2573.
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Copyright © 1987 ASCE.
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Published online: Mar 1, 1987
Published in print: Mar 1987
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