引文
[1]Sezen H,Moehle J P.Seismic tests of concrete columns with light transverse reinforcement[J].ACI Structural Journal,2006,103(6):842―849.
[2]Elwood K J,Moehle J P.Drift capacity of reinforced concrete columns with light transverse reinforcement[J].Earthquake Spectra,2005,21(1):71―89.
[3]艾庆华,王东升,向敏.基于纤维单元的钢筋混凝土桥墩地震损伤评价[J].计算力学学报,2011,28(5):737―742.Ai Qinghua,Wang Dongsheng,Xiang Min.Seismic damage evaluation of RC bridge columns based on fiber elements[J].Chinese Journal of Computational Mechanics,2011,28(5):737―742.(in Chinese)
[4]Zhao J,Sritharan S.Modeling of strain penetration effects in fiber-based analysis of reinforced concrete structures[J].ACI Structural Journal,2007,104(2):133―141.
[5]Ceresa P,Petrini L,Pinho R.Flexure-shear fiber beam-column elements for modeling frame structures under seismic loading-State of the art[J].Journal of Earthquake Engineering,2007,11(1):46―88.
[6]汪训流,陆新征,叶列平.往复荷载下钢筋混凝土柱受力性能的数值模拟[J].工程力学,2007,24(12):76―81.Wang Xunliu,Lu Xinzheng,Ye Lieping.Numerical simulation for the hysteresis behavior of RC columns under cyclic loads[J].Engineering Mechanics,2007,24(12):76―81.(in Chinese)
[7]赫中营,叶爱君.力法非线性梁柱单元的合理单元长度划分[J].工程力学,2014,31(7):178―184,198.He Zhongying,Ye Aijun.Reasonable discrete element length of force-based nonlinear beam-column elements[J].Engineering Mechanics,2014,31(7):178―184,198.(in Chinese)
[8]禚一,李忠献.钢筋混凝土纤维梁柱单元实用模拟平台[J].工程力学,2011,28(4):102―108,127.Zhuo Yi,Li Zhongxian.A practical simulation platform of reinforced concrete fiber beam-column element[J].Engineering Mechanics,2011,28(4):102―108,127.(in Chinese)
[9]Lee 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.
[10]Ozcebe G,Saatcioglu M.Hysteretic shear model for reinforced concrete members[J].Journal of Structural Engineering,ASCE,1989,115(1):132―148.
[11]Elwood K J.Modeling failures in existing reinforced concrete columns[J].Canadian Journal of Civil Engineering,2004,31(5):846―859.
[12]Shoraka M B,Elwood K J.Mechanical model for non-ductile reinforced concrete columns[J].Journal of Earthquake Engineering,2013,17(7):937―957.
[13]Ghannoum W M,Moehle J P.Rotation-based shear failure model for lightly confined RC columns[J].Journal of Structural Engineering,ASCE,2012,138(10):1267―1278.
[14]蔡茂,顾祥林,华晶晶,林峰.考虑剪切作用的钢筋混凝土柱地震反应分析[J].建筑结构学报,2011,32(11):97―108.Cai Mao,Gu Xianglin,Hua Jingjing,Lin Feng.Seismic response analysis of reinforced concrete columns considering shear effects[J].Journal of Building Structures,2011,32(11):97―108.(in Chinese)
[15]雷拓,钱江,刘伯权.考虑非线性剪切效应的钢筋混凝土柱模型化方法及应用[J].土木建筑与环境工程,2013,35(4):13―19.Lei Tuo,Qian Jiang,Liu Boquan.Modeling and its application of reinforced concrete columns considering nonlinear shear effects[J].Journal of Civil,Architectural&Environmental Engineering,2013,35(4):13―19.(in Chinese)
[16]孙治国,王东升,李宏男,杜修力.钢筋混凝土桥墩弯剪数值分析模型[J].计算力学学报,2013,30(2):249―254.Sun Zhiguo,Wang Dongsheng,Li Hongnan,Du Xiuli.Flexural-shear analysis model for reinforced concrete bridge piers[J].Chinese Journal of Computational Mechanics,2013,30(2):249―254.(in Chinese)
[17]杨红,张睿,臧登科,豆德胜.纤维模型中非线性剪切效应的模拟方法及校核[J].四川大学学报(工程科学版),2011,43(1):8―16.Yang Hong,Zhang Rui,Zang Dengke,Dou Desheng.Fiber model based nonlinear shear effect modeling method and its calibration[J].Journal of Sichuan University(Engineering Science Edition),2011,43(1):8―16.(in Chinese)
[18]Leborgne M R.Modeling the post shear failure behavior of reinforced concrete columns[D].Austin:University of Texas at Austin,2012.
[19]Arakawa T,He M X,Arai Y,Mizoguchi M.Shear resisting behavior of reinforced concrete columns with spiral hoops[J].Transactions of the Japan Concrete Institute,1998,10(2):155―162.
[20]Wong Y L,Pauly T,Priestley M J N.Response of circular reinforced concrete columns to multi-directional seismic attack[J].ACI Structural Journal,1993,90(2):180―191.
[21]Petrovski J,Ristic D.Reversed cyclic loading test of bridge column models[R].Institute of Earthquake Engineering and Engineering Seismology,Iran,IIEES Press,Report IZIIZ 84-164,1984:1―62.
[22]Priestley M J N,Benzoni G.Seismic performance of circular columns with low longitudinal reinforcement ratios[J].ACI Structural Journal,1996,93(4):1―12.
[23]Ghee A B,Priestley M J N,Paulay T.Seismic shear strength of circular reinforced concrete columns[J].ACI Structural Journal,1989,86(1):45―59.
[24]Kenchiku K S.Aseismic analysis of building structural members:a list of experimental results on deformation ability of reinforced concrete columns under large deflection(No.3)[R].Building Research Institute,Ministry of Construction,Japan,Building Research Instiute Press,1978:1―80.
[25]Hamilton C H,Pardoen G C,Kazanjy R P.Experimental testing of bridge columns subjected to reversed-cyclic and pulse-type loading histories[R].University of California,Irvine,CA,Civil Engineering Technical Report Series,Report 2001-03,2002:1―125.
[26]司炳君,孙治国,杜修力,王东升,黄照南.钢筋混凝土桥墩地震弯剪破坏机理与震后快速修复技术研究[J].土木工程学报,2011,44(7):90―99.Si Bingjun,Sun Zhiguo,Du Xiuli,Wang Dongsheng,Huang Zhaonan.Study on the seismic flexural-shear damage mechanisms and rapid repair techniques for earthquake damaged bridge piers[J].China Civil Engineering Journal,2011,44(7):90―99.(in Chinese)