MODEL FOR PREDICTING CYCLIC BEHAVIOR OF REINFORCING STEEL
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[1] R. Park,et al. STRESS-STRAIN MODEL FOR GRADE 275 REINFORCING STEEL WITH CYCLIC LOADING , 1978 .
[2] P. S. Bate,et al. Reversibility in the work hardening of spheroidised steels , 1986 .
[3] Larry Dodd. The dynamic behaviour of reinforced-concrete bridge piers subjected to New Zealand seismicity. , 1992 .
[4] M. Menegotto. Method of Analysis for Cyclically Loaded R. C. Plane Frames Including Changes in Geometry and Non-Elastic Behavior of Elements under Combined Normal Force and Bending , 1973 .
[5] A. Abel,et al. Historical perspectives and some of the main features of the Bauschinger effect , 1987 .
[6] P D Leslie. DUCTILITY OF REINFORCED CONCRETE BRIDGE PIERS , 1974 .
[7] Sozen,et al. STRESS-STRAIN RELATIONSHIPS OF REINFORCING BARS SUBJECTED TO LARGE STRAIN REVERSALS , 1973 .
[8] L. L. Dodd,et al. Variables Affecting Cyclic Behavior of Reinforcing Steel , 1994 .
[9] John F. Stanton,et al. THE DEVELOPMENT OF A MATHEMATICAL MODEL TO PREDICT THE FLEXURAL RESPONSE OF REINFORCED CONCRETE BEAMS TO CYCLIC LOADS, USING SYSTEM IDENTIFICATION , 1979 .
[10] David D. Spurr. Post-elastic behaviour of reinforced concrete frame-wall components and assemblages subjected to simulated seismic loading , 1984 .
[11] P. S. Bate,et al. Analysis of the bauschinger effect , 1986 .