1Chang K C, Chung L L, Lee B J, et al. Seismic retrofit study o' RC bridge columns [ J ]. International Training Program for Seis- mic Design of Building Structures, 2000.
2Liu J, Sheikh S A. Fiber - Reinforced Polymer - Confined Circu- lar Columns under Simulated Seismic Loads [ J ]. ACI Structural Journal, 2013, 110(6).
6Seible F, Priestley M J N, Hegemier G A, et al. Seismic retrofit of RC columns with continuous carbon fiber jackets [ J ]. Journal ofComposites for Construction, 1997, 1 (2) : 52 -62.
7Mander J B, Priestley M J N, Park R. Theoretical stress - strain model for confined concrete [ J]. Journal of structural engineer- ing, 1988, 114(8): 1804-1826.
8Kent D C, Park R. Flexural members with confined concrete [J]. Journal of the Structural Division, 1971, 97(7) : 1969 - 1990.
9Menegotto M Pinto, PE, Method of Analysis for Cyclically Load- ed Reinforced Concrete Plane Frames Including Changes in Ge- ometry and Non - elastic Behavior of Elements Under Combined Normal Force and Bending C ]//IABSE Symposium on the Re- sistance and Ultimate Deformability of Structures Acted on by Well- Defined Repeated Loads, Lisbon: 1973.
10Lam L, Teng J G. Design - oriented stress - strain model for FRP- confined concrete[ J]. Construction and Building Materi- als, 2003, 17(6) : 471 -489.
8Cofer W F, Zhang Y, Mclean D I. A comparison of current computer analysis methods for seismic performance of reinforced concrete Members [J]. Finite Elements in Analysis and Design, 2002, 38(9) : 835 -861.
9Lee D H, Elnashai A S. Seismic analysis of RC bridge columns with flexure-shear interaction [ J]. Journal of Structural Engineering, ASCE,2001, 127(5): 546 -553.
10Asadollah E G,Xiao Yan. Seismic behavior of bridge columns subjected to various loading patterns[ R]. PEER 2002/15, Pacific Earthquake Engineering Research Center, Berkeley, CA.
