参考文献/References:
References
[1] LI V C,Kanda T．Engineered cementitious composites for structural applications[J]. ASCEJ．Materials in Civil Engineering,1998,10(2)：66-69．
[2] LI Victor C．高延性纤维增强水泥基复合材料的研究进展及应用[J]硅酸盐学报2007, 35(4): 531-536．
LI Victor C．Progress and application of engineered cementitious composites[J]．Journal of the Chinese Ceramic Society，2007，35(4)：531-536．
[3] 李静，杨发云，甘琳．高强混凝土新型梁柱节点抗震性能非线性分析[J]. 重庆建筑大学学报,2006,28(5)：110-114．
LI Jing, YANG Fayun, GAN Lin．Nonlinear finite element analysis for seismic performance of high-strength concrete beam-column joints with new reinforcement details[J]．Journal of Chongqing Jianzhu University, 2006, 28(5)：110-114．
[4] 程彩霞．PVA纤维水泥基复合材料增强框架节点抗震性能研究[D]．武汉：湖北工业大学，2009．
CHENG Caixia．A study on the earthquake-resistant behavior of the PVA fiber cementitious composite reinforced frame joints[D]．Wuhan：Hubei University of Technology，2009．
[5] 苏骏，徐世烺．高轴压比下UHTCC梁柱节点抗震性能试验[J]．华中科技大学学报：自然科学版，2010，38(7)：53-56．
SU Jun，XU Shilang．Experimental study on seismic behaviors of UHTCC new beam-column joints with high axial compression[J].J. Huazhong Univ. of Sci. & Tech：Natural Science Edition, 2010, 38(7)：53-56．
[6] 苏骏，徐世烺．超高韧性水泥基复合材料新型梁柱节点抗裂性能研究[J]．工业建筑，2010，40(8)：99-102．
SU Jun，XU Shilang．Research on cracking behavior of a new type of UHTCC frame beam-column joints[J]．Industrial Construction，2010，40(8)：99-102．
[7] Menegotto M. and Pinto P.E.．Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and non-elastic behavior of elements under combined norma force and bending[C]// IABSE Symposium on the Resistance and Ultimate Deformability of Structures Acted on by Well-Defined Repeated Loads,Lisbon.1973.
[8] 吕西林，郭子雄，王亚勇．RC框架梁柱组合件抗震性能试验研究[J]. 建筑结构学报，2001，22(1)：2-7.
L? Xilin，GUO Zixiong，WANG Ya-yong．Experimental study on seismic behavior of beam-column subassemblages in RC frame[J]．Journal of Building Structures，2001，22(1)：2-7.
[9] 吴健秋.基于OpenSees的梁-柱节点单元的适用性和定参方法研究[D]. 重庆：重庆大学，2007.
WU Jianqiu．A study on the applicability and parameter defining method of the beam-column model in OpenSees[D]．Chong qing：Chong qing University，2007．
[10] GB50010-2010 混凝土结构设计规范[S]北京中国建筑工业出版社2010．
GB50010-2010 Code for design of concrete structure[S]．Beijing：China Architecture & Building Press，2010．
[11] 李艳．高性能纤维增强水泥基复合材料力学性能研究[D]. 西安: 西安建筑科技大学，2011.
LI Yan．Study on mechanical performance of high performance fiber reinforced cement composite[D]．Xi’an：Xi’an University of Architecture and Technology, 2011．
[12] GB50011-2010 建筑抗震设计规范[S]．北京中国建筑工业出版社2010．
GB50011-2010 Code for seismic design of buildings[S]BeijingChina Architecture & Building Press2010
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