GB 50010-2002, 混凝土结构设计规范[S]. 北京: 中国建筑工业出版社, 2002. GB 50010-2002, Code for design of concrete structures [S]. Beijing: China Architecture & Building Press, 2002. (in Chinese)
[2]
Paultre P, Légeron F. Confinement reinforcement design for reinforced concrete columns [J]. Journal of Structural Engineering ASCE, 2008, 134(5): 738―749.
[3]
Priestley M J N, Park R. Strength and ductility of concrete bridge columns under seismic loading [J]. ACI Structural Journal, 1987, 84(1): 61―76.
[4]
Mander J B, Priestley M J N, Park R. Theoretical stress-strain model for confined concrete [J]. Journal of Structural Engineering ASCE, 1988, 114(8): 1804―1826.
[5]
Priestley M J N, Seible F, Calvi M. Seismic design and retrofit of bridges [M]. New York: Wiley, 1996: 686.
[6]
ASadollah E G, Xiao Y. Seismic behavior of bridge columns subjected to various loading patterns [R]. Berkeley: Pacific Earthquake Engineering Research Center, 2002.
[7]
Wu Y F, Oehlers D J, Griffith M C. Rational definition of the flexural deformation capacity of RC column sections [J]. Engineering Structures, 2004, 26: 641―650.
[8]
Binici B. Design of FRPs in circular bridge column retrofits for ductility enhancement [J]. Engineering Structures, 2008, 30: 766―776.
[9]
Eberhard M. The structural performance database [DB].
[10]
徐文平, 孟少平. 圆形截面钢筋混凝土受弯构件正截面承载力的快速实用计算方法[J]. 工业建筑, 1997, 27(2): 43―45. Xu Wenping, Meng Shaoping. A fast practical method to calculate the bearing capacity of RC flexural members with round section [J]. Industrial Construction, 1997, 27(2): 43―45. (in Chinese)
[11]
张国军, 吕西林, 刘伯权. 钢筋混凝土框架柱在轴压比超限时抗震性能的研究[J]. 土木工程学报, 2006, 39(3): 47―54. Zhang Guojun, Lu Xilin, Liu Boquan. Seismic behavior of reinforced concrete frame columns with excessive axial compression ratios [J]. China Civil Engineering Journal, 2006, 39(3): 47―54. (in Chinese)
