3Mander J B, PriestleyM J N, Park R. Theoretical stress-strain model for confined concrete [J]. Journal of Structural Engineering, 1988, 14(8): 1804--1826.
4Cusson D, Paultre P. High-strength concrete columns confined by rectangular ties [J]. Journal of Structural Engineering, ASCE, 1994, 120(3): 783--804.
6Atsushi Nakazawa, et al. Effects of high strength transverse reinforcement on the ductile behavior of reinforced concrete members-development of riverbon multi spiral hoops [J]. Kawasaki Steel Giho, 1992, 24(3): 177--183.
7Daniel Cusson, Patrick Paultre: Stress-strain model for confined high-strength concrete [J]. Journal of Structural Engineering, 1995, 121(3): 468--477.
8Li Bing, Park R, Tanaka H. Stress-strain behavior of high-strength concrete confined by ultra-high-and normal-strength transverse reinforcement [J]. ACI Structural Journal, 2001, 98(3): 395--406.
9Paultre P, Legeron F, Mongeau D. Influence of concrete strength and transverse reinforcement yield strength on behavior of high-strength concrete columns [J]. American Concrete Institute, ACI Structural Journal,2001, 98(4): 490--501.
10Razvi S R, Saatcioglu M. Test of high-strength concrete columns under concentric loading [R]. Report No. OCEERC 96-03, Ottawa Carleton Earthquake Engineering Research Centre, Ottawa, Ont., Canada, 1996.
