过镇海. 钢筋混凝土原理和分析[M]. 北京:清华大学出版社,2003. GUO Zhenhai. Reinforced concrete theory and analyse[M].Beijing:Tsinghua University Press,2003.(in Chinese)
[2]
江见鲸,陆新征,叶列平. 混凝土结构有限元分析[M]. 北京:清华大学出版社,2004. JIANG Jianjing,LU Xinzheng,YE Lieping. Finite element analysis of concrete structures[M].Beijing:Tsinghua University Press,2004.(in Chinese)
[3]
GB 50017-2003钢结构设计规范[S].北京:中国计划出版社,2003. GB 50017-2003 Code for Design of Steel Structures[S].Beijing :China Architecture and Building Press,2003.(in Chinese)
[4]
Silfwerbrand J. Shear bond strength in repaired concrete structures[J]. Materials and Structures, 2003, 36(6): 419-424.
[5]
Climaco J, Regan P E. Evaluation of bond strength between old and new concrete in structural repairs[J]. Magazine of Concrete Research, 2001, 53(6): 377-390.
[6]
British Standards Institution. Eurocode 2: Design of Concrete Structures: Part 1-1: General Rules and Rules for Buildings[M]. British Standards Institution, 2004.
[7]
Fintel M. Performance of precast and prestressed concrete in Mexico earthquake[J]. PCI Journal, 1986, 31(1): 18-42.
[8]
LOGANT D R. Performance of precast/prestressed concrete building structures during Northridge earthquake[J]. PCI Journal, 1994, 39(2): 38-55.
[9]
Fintel M. Performance of buildings with shear walls in earthquakes of the last thirty years[J]. PCI Journal, 1995, 40(3): 62-80.
[10]
Polat G. Factors affecting the use of precast concrete systems in the United States[J]. Journal of Construction Engineering and Management, 2008, 134(3): 169-178.
[11]
Cholewicki A. Loadbearing capacity and deformability of vertical joints in structural walls of large panel buildings[J]. Building Science, 1971, 6(4): 163-184.
[12]
Foerster H R, Rizkalla S H, Heuvel J S. Behavior and design of shear connections for loadbearing wall panels[J]. PCI Journal, 1989, 34(1): 102-119.
[13]
Hutchinson R L,Rizkalia S H, Lau M, et al. Horizontal post-tensioned connections for precast concrete loadbearing shear wall panels[J]. PCI Journal, 1991, 36(6): 64-76.
[14]
Khaled A. Soudki,Sami H. Rizkalla,et al. Horizontal connections for precast concrete shear walls subjected to cyclic deformations part 1: mild steel connections[J]. PCI Journal,1995,V.40,No.4 (July-August):78-96.
[15]
Khaled A.Soudki,Sami H. Rizkalla,Bill LeBlanc. Horizontal connections for precast concrete shear walls subjected to cyclic deformations part 1:prestressed connections[J]. PCI Journal,1995,(September-October):82-96.
[16]
Soudki K A, West J S, Rizkalla S H, et al. Horizontal connections for precast concrete shear wall panels under cyclic shear loading[J]. PCI Journal, 1996, 41(3): 64-80.
[17]
Holden T, Restrepo J, Mander J B. Seismic performance of precast reinforced and prestressed concrete walls [J]. Journal of Structural Engineering, 2003, 129(3): 286-296.
[18]
王滋军,刘伟庆,魏 威,等. 钢筋混凝土水平拼接叠合剪力墙抗震性能试验研究[J]. 建筑结构学报,2012,33(7):147-155. WANG Zijun,LIU Weiqing,WEI wei,et al. Experimental study on seismic behavior of reinforced concrete composite shear wall with levelsplice[J].Journal of Building Structures,2012,33(7):147-155.(in Chinese)
[19]
叶献国,张丽军,王德才,等. 预制叠合板式混凝土剪力墙水平承载力实验研究[J]. 合肥工业大学学报 (自然科学版),2009,8:022. YE Xianguo,ZHANG Lijun,WANG Decai,et al. Experimental study on horizontal carrying capacity of superimposed slab shear walls[J]. Journal of Hefei University of Technology,2009,8:022.(in Chinese)
[20]
姜鸿斌,陈再现,张家齐,等. 预制钢筋混凝土剪力墙结构拟静力试验研究[J]. 建筑结构学报,2011,32(6):34-40. JIANG Hongbin,CHEN Zaixian,ZHANG Jiaqi,et al. Quasi-static test of precast reinforced concrete shear wall structure[J].Journal of Building Structures,2011,32(6):34-40.(in Chinese)
[21]
姜鸿斌,陈再现,张家齐,等. 预制钢筋混凝土剪力墙结构拟动力试验研究[J]. 建筑结构学报,2011,32(6):41-50. JIANG Hongbin,CHEN Zaixian,ZHANG Jiaqi,et al. Pseudo-dynamic substructure test on precast reinforced concrete shear wall structure[J].Journal of Building Structures,2011,32(6):41-50.(in Chinese)
[22]
朱张峰,郭正兴. 预制装配式剪力墙结构墙板节点抗震性能研究[J]. 地震工程与工程振动,2011,31(1):35-40. ZHU Zhangfeng,GUO Zhengxing. Seismic performance research on wall slab joints of new precast concrete shear wall structure [J]. Journal of Earthquake Engineering and Engineering Vibration,2011,31(1):35-40.(in Chinese)
[23]
陆建忠,郭正兴,董年才,等. 全预制装配整体式剪力墙结构抗震性能研究[J]. 施工技术,2011,40(342):16-19. LU Jianzhong,GUO Zhengxing,DONG Niancai,et al. Seismic performance study on the new precast concrete shear wall structure[J].Construction Technology,2011,40(342):16-19.(in Chinese)
[24]
郭正兴,董年才,朱张峰. 全预制装配整体式剪力墙结构墙板节点抗震性能仿真分析[J]. 施工技术,2011,40(342):20-22. GUO Zhengxing,DONG Niancai,ZHU Zhangfeng,et al. Simulation analysis on seismic performance of wall and floor joint in the new precast concrete shear wall structure[J].Construction Technology,2011,40(342):20-22.(in Chinese)
[25]
钱稼茹,彭媛媛,张景明,等. 竖向钢筋套筒浆锚连接的预制剪力墙抗震性能试验[J]. 建筑结构,2011,41(2):1-6. QIAN Jiaru,PENG Yuanyuan,ZHANG Jingming,et al. Tests on seismic behavior of pre-cast shear walls with vertical reinforcements spliced by grout sleeves [J].Building Structures,2011,41(2):1-6.(in Chinese)
[26]
钱稼茹,彭媛媛,秦珩,等. 竖向钢筋留洞浆锚间接搭接的预制剪力墙抗震性能试验[J]. 建筑结构,2011,41(2):7-11. QIAN Jiaru,PENG Yuanyuan,QIN Heng,et al. Tests on seismic behavior of pre-cast shear walls with vertical reinforcements grouted in holes and spliced indirectly[J].Building Structures,2011,41(2):7-11.(in Chinese)
[27]
彭媛媛. 预制钢筋混凝土剪力墙抗震性能试验研究[D].北京:清华大学,2010. PENG Yuanyuan. Experimental study on seismic behavior of pre-cast reinforced concrete shear walls[D].Beijing:Tsinghua University,2010.(in Chinese)
[28]
Buyukozturk O. Nonlinear analysis of reinforced concrete structures[J].Computers & Structures, 1977, 7(1): 149-156.
[29]
GB 50010-2010混凝土结构设计规范[S]. 北京:中国建筑工业出版社,2010. GB 50010-2010 Code for Design of Concrete Structures[S].Beijing:China Architecture and Building Press,2010.(in Chinese)
