JTG/T B02-01—2008,公路桥梁抗震设计细则[S]. JTG/T B02-01—2008,Guidelines for Seismic of Highway Bridges[S].
[2]
CJJ 166—2011,城市桥梁抗震设计规范[S]. CJJ 166—2011,Code for Seismic Design of Urban Bridge[S].
[3]
KAWASHIMA K,ZAFRA R,SASAKI T,et al.Effect of Polypropylene Fiber Reinforced Cement Composite and Steel Fiber Reinforced Concrete for Enhancing the Seismic Performance of Bridge Columns[J].Journal of Earthquake Engineering,2011,15(8):1194-1211.
[4]
王志强,葛继平,魏红一,等.节段拼装桥墩抗震性能研究进展[J].地震工程与工程振动,2009,29(4): 147-154. WANG Zhi-qiang,GE Ji-ping,WEI Hong-yi,et al.Recent Development in Seismic Research of Segmental Bridge Columns[J].Journal of Earthquake Engineering and Engineering Vibration,2009,29(4):147-154.
[5]
KITADA T.Ultimate Strength and Ductility of State-of-the-art Concrete-filled Steel Bridge Piers in Japan[J].Engineering Structures,1998,20(4/5/6):347-354.
[6]
谢 文,孙利民,魏 俊.附有结构"保险丝"构件的桥墩抗震性能试验研究及其应用[J].中国公路学报,2014,27(3):59-70. XIE Wen,SUN Li-min,WEI Jun.Experimental Study on Seismic Performance of Bridge Piers with Structural Fuses and Its Application[J].China Journal of Highway and Transport,2014,27(3):59-70.
[7]
罗晓峰,项贻强,吴天真.基于性能的独柱桥墩抗震优化设计方法[J].中国公路学报,2014,27(7):85-90,126. LUO Xiao-feng,XIANG Yi-qiang,WU Tian-zhen.Seismic Optimization Design Method Based on Performance for Single-column Piers[J].China Journal of Highway and Transport,2014,27(7):85-90,126.
[8]
GE H,USAMI T.Strength of Concrete-filled Thin-walled Steel Box Columns:Experiment[J].Journal of Structural Engineering,1992,118(11):3036-3054.
[9]
USAMI T,GE H.Ductility of Concrete-filled Steel Box Columns Under Cyclic Loading[J].Journal of Structural Engineering,1994,120(7):2021-2040.
[10]
GE H,USAMI T.Cyclic Tests of Concrete-filled Steel Box Column[J].Journal of Structural Engineering,1996,122(10):1169-1177.
[11]
GOTO Y,MIZUNO K,KUMAR G P.Nonlinear Finite Element Analysis for Cyclic Behavior of Thin-walled Stiffened Rectangular Steel Columns with In-filled Concrete[J].Journal of Structural Engineering,2012,138(5):571-584.
[12]
MORISHITA M,AOKI T,SUZUKI M.Experimental Study on the Seismic Resistance Performance of Concrete-filled Steel Tubular Columns[J].Journal of Structural Engineering,2000,46A:73-83.
[13]
IURA M,ORINO A,ISHIZAWA T.Elasto-plastic Behaviour of Concrete-filled Steel Tubular Columns[J].Structural Engineering and Earthquake Engineering,2002,696(58):285-298.
[14]
GOTO Y,KUMAR G P,KAWANISHI N.Nonlinear Finite-element Analysis for Hysteretic Behavior of Thin-walled Circular Steel Columns with In-filled Concrete[J].Journal of Structural Engineering,2010,136(11):1413-1422.
[15]
马敬海.部分内填混凝土钢箱形断面桥墩抗震性能研究[D].南京:河海大学,2006. MA Jing-hai.Study on the Seismic Performance of Partially Concrete-filled Steel Box Bridge Piers[D].Nanjing:Hohai University,2006.
[16]
王跃东.部分內填混凝土箱型截面钢桥墩的力学性能研究[D].上海:上海交通大学,2011. WANG Yue-dong.Research on the Mechanical Behavior of Partially Concrete-filled Steel Box-section Bridge Piers[D].Shanghai:Shanghai Jiao Tong University,2011.
[17]
王占飞,张 海,张敏江,等.部分填充钢管混凝土桥墩抗震性能的数值分析[J].沈阳建筑大学学报:自然科学版,2008,24(6):949-953. WANG Zhan-fei,ZHANG Hai,ZHANG Min-jiang,et al.Analytical Study on Seismic Performance of Partially Concrete-filled Steel Bridge Pier[J].Journal of Shenyang Jianzhu University:Natural Science,2008,24(6):949-953.
[18]
臧 华,刘 钊,李红英,等.钢管混凝土桥墩抗震性能试验研究[J].防灾减灾工程学报,2010,30(4):442-446. ZANG Hua,LIU Zhao,LI Hong-ying,et al.Experimental Study on Seismic Performance of Concrete-filled Steel Bridge Piers[J].Journal of Disaster Prevention and Mitigation Engineering,2010,30(4):442-446.