引文
[1]中华人民共和国建设部.GB50011-2010建筑抗震设计规范[S].北京:中国建筑工业出版社,2010.(Ministry of Construction P.R.C.GB50011-2010Code for Seismic design of Building[S].Beijing:China Building Industry Press,2010.)
[2]中国建筑科学研究院.JGJ3-2010高层建筑混凝土结构技术规程[S].北京:中国建筑工业出版社,2010.(China Academy of Building Research.JGJ3-2010Technical specification for concrete structures of tallbuilding[S].Beijing:China Building Industry Press,2010.)
[3]李云贵,邵弘,田志昌,等.多层、高层建筑结构弹塑性动力、静力分析[J].建筑结构学报,2002,23(5):56-62.(Li Yungui,Shao Hong,Tian Zhichang,et al.Elas-tic-plastic dynamic and static analysis of buildingstructures[J].Journal of Building Structures,2002,23(5):56-62.)
[4]张强,周德源,朱梦阳,等.考虑剪切变形的RC结构梁柱单元模型[J].江苏大学学报:自然科学版,2009,30(3):94-98.(Zhang Qiang,Zhou Deyuan,Zhu Mengyang,et al.RC structure beam-column model w ith considerationof shearing deformation[J].Journal of Jiangsu Uni-versity:Natural Science,2009,30(3):94-98.)
[5]齐虎,孙景江,林淋.OPENSEES中纤维模型的研究[J].世界地震工程,2007,23(4):48-54.(Qi Hu,Sun Jingjiang,Lin Lin.Research on fibermodel of OpenSees[J].World Earthquake Engineer-ing,2007,23(4):48-54.)
[6]陈滔,黄宗明.基于有限单元柔度法的钢筋混凝土空间框架非弹性地震反应分析[J].建筑结构学报,2004,25(2):79-84.(Chen Tao,Huang Zongming.Flexibility based finiteelement method for inelastic seismic response analy-sis of reinforced concrete space frames[J].Journalof Building Structures,2004,25(2):79-84.)
[7]姬守中,江欢成.考虑轴向变形、双轴弯曲耦合效应的钢筋混凝土柱的弹塑性分析[J].地震工程与工程振动,2002,22(4):74-80.(Ji Shouzhong,Jiang Huancheng.Plasto-elastic anal-ysis of reinforced concrete column under biaxial ben-ding and varying axial force[J].Earthquake Engi-neering and Engineering Vibration,2002,22(4):74-80.)
[8]秦从律,张爱晖.基于截面纤维模型的弹塑性时程分析方法[J].浙江大学学报,2005,39(7):1003-1008.(Qin Conglu,Zhang Aihui.Nonlinear time history a-nalysis based on section fiber model[J].Journal ofZhejiang University,2005,39(7):1003-1008.)
[9]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.Numericalsimulation for the hysteresis behavior of RC columnsunder cyclic loads[J].Engineering Mechanics,2007,24(12):76-81.)
[10]庄茁,由小川,廖剑辉,等.基于ABAQUS的有限元分析和应用[M].北京:清华大学出版社,2009.(Zhuang Zhuo,You Xiaochuan,Liao Jianhui,et al.FEM analysis and application based on ABAQUS[M].Beijing:Tsinghua University Press,2009.)
[11]王强,潘天林,刘明.用于ABAQUS显式分析梁单元的混凝土单轴本构模型[J].沈阳建筑大学学报:自然科学版,2011,27(4):679-684.(Wang Qiang,Pan Tianlin,Liu Ming.Study on a U-niaxial constitutive model of concrete for explicit dy-namic beam elements of ABAQUS[J].Journal ofShenyang Jianzhu University:Natural Science,2011,27(4):679-684.)
[12]周新炜,李志山,李云贵.基于ABAQUS纤维梁元的混凝土单轴滞回本构模型的开发与应用[C]//第十四届全国工程设计计算机应用学术会议论文集,北京:中国土木工程学会计算机应用分会,2008.(Zhou Xinwei,Li Zhishan,Li Yungui.Developmentand applications of concrete uniaxial hysteretic con-stitutive model based on ABAQUS fiber beam ele-ment[C]//14th National Conference of Computa-tional Applications in Engineering Design.Beijing:China Civil Engineering Society,Computer Applica-tion Branch,2008.)
[13]李承铭,李志山,王国俭.混凝土梁柱构件基于截面纤维模型的弹塑性分析[J].建筑结构学报,2007,37(12):33-35.(Li Chengming,Li Zhishan,Wang Guojian.Studyon elastic-plastic finite element analysis based onsection fiber beam-column elements[J].Journal ofBuilding Structures,2007,37(12):33-35.)
[14]滕军,李祚华,王孝锋,等.基于ABAQUS的混凝土材料子程序开发与应用[J].建筑结构学报,2009(S1):218-223.(Teng Jun,Li Zuohua,Wang Xiaofeng,et al.Devel-opment and application of concrete material modelbased on VUMAT platform of ABAQUS[J].Journalof Building Structures,2009(S1):218-223.)
[15]韩军,李英民,陈伟贤,等.基于ABAQUS三维梁单元的混凝土材料子程序二次开发[J].建筑结构学报,2011,41(5):111-114.(Han Jun,Li Yingmin,Chen Weixian,et al.Develop-ment of concrete material subroutines based onABAQUS three-dimensional beam element[J].Jour-nal of Building Structures,2011,41(5):111-114.)
[16]徐杰,傅传国,赵国栋,等.预应力型钢混凝土梁开裂截面中和轴高度分析[J].吉林建筑工程学院学报,2005,20(1):12-15.(Xu Jie,Fu Chuanguo,Zhao Guodong,et al.Theo-retical analysis of neutral axis height of prestressedsteel reinforced concrete beam[J].Journal of JilinUniversity of Architecture and Engineering,2005,20(1):12-15.)
[17]Hoehler M S,Stanton J F.Simple phenomenologicalmodel for reinforcing steel under arbitrary load[J].Journal of Structural Engineering,2006,132(7):1061-1069.
[18]Kunnath S K,Heo Y,Mohle J F.Nonlinear uniaxialmaterial model for reinforcing steel bars[J].Journalof Structural Engineering,2009,134(4):333-343.
[19]Légeron F,Paultre P,Mazar J.Damage mechanicsmodeling of nonlinear seismic behavior of concretestructures[J].Journal of Structural Engineering,2005,131(6):946-954.
[20]Kawashima K,Watanabe G,Hayakawa R.Seismicperformance of RC bridge columns subjected to bi-lateral excitation[C]//Proc.35th Joint Meeting,Panelon Wind and Seismic Effects,Japan:TsukubaScience City,2003.