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.
[2]
BAE S,BAYRAK O.Plastic Hinge Length of Re-inforced Concrete Columns[J].ACI Structural Journal,2008,105(3):290-300.
[3]
JTG/T B02-01—2008,Guidelines for Seismic Design of Highway Bridges[S].
[4]
BS EN 1998-2:2005,Eurocode 8:Design of Structures for Earthquake Resistance,Part 2:Bridges[S].
[5]
RUANGRASSAMEE A,KAWASHIMA K.Control of Nonlinear Bridge Response with Pounding Effect by Variable Dampers[J].Engineering Structures,2003,25(5):593-606.
[6]
SHEN Ju-min,WENG Yi-jun,FENG Shi-ping.Behavior of RC Compression-flexure Members Under Cyclic Loading[J].China Civil Engineering Journal,1982,3(2):53-64.
[7]
SHEN Ju-min,LIU Zhu-qing,WENG Yi-jun.The Experimental Investigation of the Seismic Resistance Behaviour of Reinforced Concrete Hollow Core Columns[J].Journal of Building Structures,1982,3(5):21-31.
[8]
WENG Yi-jun,SHEN Ju-min,MA Bao-min.Improvement of Ductility of Reinforced Concrete Columns with Different Types of Stirrups[J].Journal of Building Structures,1985,6(1):41-47.
[9]
SHEIKH S A,SHAH D V,KHOURY S S.Confinement of High-strength Concrete Columns[J].ACI Structural Journal,1994,91(1):100-111.
[10]
SAKAI K,SHEIKH S A.What Do We Know About Confinement in Reinforced Concrete Columns (a Crit-ical Review of Previous Work and Code Provisions)[J].ACI Structural Journal,1989,86(2):192-207.
[11]
TSUNO K,PARK R.Experimental Study of Re-inforced Concrete Bridge Piers Subjected to Bi-directional Quasi-static Loading[J].Structural Engineering/Earthquake Engineering,2004,21(1):11-26.
[12]
PAULAY T,PRIESTLEY M J N.Seismic Design of Reinforced Concrete and Masonry Buildings[M].Hoboken:John Wiley & Sons,1992.
[13]
PANAGIOTAKOS T B,FARDIS M N.Deformations of Reinforced Concrete Members at Yielding and Ul-timate[J].ACI Structural Journal,2001,98(2):135-148.
[14]
MANDER J B.Seismic Design of Bridge Piers[D].Christchurch:University of Canterbury,1983.
SUN Zhi-guo,WANG Dong-sheng,DU Xiu-li,et al.Research on the Amount of Confining Reinforcement in the Potential Plastic Hinge Regions of RC Bridge Columns[J].China Journal of Highway and Transport,2010,23(3):48-57.
SHEIKH S A,KHOURY S S.Confined Concrete Columns with Stubs[J].ACI Structural Journal,1993,90(4):414-431.
[23]
BAYRAK O.Seismic Performance of Rectilinearly Confined High Strength Concrete Columns[D].Toronto:University of Toronto,1998.
[24]
BAS S,BAYRAK O.Seismic Performance of Full-scale Reinforced Concrete Columns[J].ACI Struc-tural Journal,2008,105(2):123-133.
[25]
ZAHN F A.Design of Reinforced Concrete Bridge Columns for Strength and Ductility[D].Christchurch:University of Canterbury,1985.
[26]
HO J C M.Inelastic Design of Reinforced Concrete Beams and Limited Ductile High-strength Concrete Columns[D].Hong Kong:The University of Hong Kong,2003.
[27]
PAULTRE P,EID R,ROBLES H I,et al.Seismic Performance of Circular High-strength Concrete Columns[J].ACI Structural Journal,2009,106(4):395-404.
