Lehman D E,Moehle J P.Seismic Performance of Well-ConfinedConcrete Bridge Columns[R].Berkeley:PEER and University ofCalifornia,1998.
[3]
Calderone A J,Lehman D E,Moehle J P.Behavior of ReinforcedConcrete Bridge Columns Having Varying Aspect Ratios and Var-ying Lengths of Confinement[R].Berkeley:PEER and Universityof California,2001.
[4]
李贵乾.钢筋混凝土桥墩抗震性能试验研究及数值分析[D].重庆:重庆交通大学,2010.
[5]
JRA.Design Specifications for Highway Bridges,Part V:SeismicDesign[S].Tokyo:JRA,2002.
[6]
CEN.Eurcode8-Design Provisions for Earthquake Resistance ofStructures,Part2:Bridges[S].Committee European De Normali-zation:CEN,2005.
[7]
NZSEE.Assessment and Improvement of the Structural performanceof Buildings in Earthquakes[S].New Zealand:New Zealand Soci-ety for Earthquake Engineering,2006.
[8]
ATC,MCEER.Recommended LRFD Guidelines for the Seismic De-sign of Highway Bridges PatrⅠ:Specifications[S].Buffalo NY:Multidisciipinary Center for Earthquake EngineeringResearch,2003.
[9]
CALTRANS.Seismic Design Cirteria[S].California:Caltrans,Di-vision of Structure,2009.
[10]
范立础.现代化城市桥梁抗震设计若干问题[J].同济大学学报,1997,25(2):147-153.
[11]
FAN Li-chu.Some problems in seismic design for modern urbanbridges[J].Journal of Tongji University,1997,25(2):147-153.
