Lu Xinzheng. RC frame quasi-static collapse tests [R]. Beijing, 2011: 1―6. (in Chinese)
[3]
Mazzoni S, Mckenna F, Fenves G L, et al. Open system for earthquake engineering simulation: Command language manual [M]. Berkeley, USA: University of California, 2010: 98―113.
[4]
Scott B D, Park R, Priestley M J N. Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates [J]. ACI Journal Proceedings, 1982, 79(1): 13―27.
[5]
Vecchio F J, Collins M P. The modified compression-field theory for reinforced concrete elements subjected to shear [J]. ACI Structural Journal, 1986, 83(2): 219―231.
[6]
Otani S. Inelastic analysis of reinforced-concrete frame structures [J]. Journal of Structural Division of American Society of Civil Engineers, 1974, 100(7): 1433―1449.
[7]
Anderson J C, Townsend W H. Models for reinforced frames with degrading stiffness [J]. Journal of Structural Divion, ASCE, 1977, 103(12): 1433―1449.
[8]
Filippou F C, Issa A. Nonlinear analysis reinforced concrete frames under cyclic load reversals [R]. Berkeley: Earthquake Engineering Research Center, University of California, 1988.
[9]
EI-Metwally S E, Chen W F. Moment-rotation modeling of reinforced concrete beam-column connections [J]. ACI Structural Journal, 1988, 85(4): 384―394.
[10]
Alth S, Kunnath S K. Modeling inelastic shear deformation in RC beam-column joints in engineering mechanics [C]. Proceedings of 10th Conference. Boulder: ACSE, 1995: 822―825.
[11]
Altoontash A. Simulation and damage models for performance assessment of reinforced concrete beam-column joints [D]. Stanford: Stanford University, 2004.
