引文
[1]叶列平,陆新征,冯鹏,等.高强高性能工程结构材料与现代工程结构及其设计理论的发展[C]//第一届结构工程新进展国际论坛文集.北京:中国建筑工业出版社,2006:208-250
[2]李惠.高强混凝土及其组合结构[M].北京:科学出版社,2004
[3]Priestley M,Kowalsky M J.Direct displacement-basedseismic design of concrete buildings[J].Bulletin of theNew Zealand National Society for Earthquake Engineering,2000,33(4):421-444
[4]Medhekar M S,Kennedy D T L.Displacement-basedseismic design of buildings—theory[J].EngineeringStructures,2000,22(3):201-209
[5]Paulay T.An estimation of displacement limits for ductilesystems[J].Earthquake Engineering&StructuralDynamics,2002,31(3):583-599
[6]GB 50011—2010建筑抗震设计规范[S].北京:中国建筑工业出版社,2010(GB 50011—2010 Code for seismicdesign of buildings[S].Beijing:China Architecture&Building Press,2010(in Chinese))
[7]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 designof concrete structures[S].Beijing:China Architecture&Building Press,2010(in Chinese))
[8]JGJ 138—2001型钢混凝土组合结构技术规程[S].北京:中国建筑工业出版社,2002(JGJ 138—2001Technical specification for steel reinforced concretecomposite structures[S].Beijing:China Architecture&Building Press,2002(in Chinese))
[9]乔彦明,钱稼茹,方鄂华.钢骨混凝土剪力墙抗剪性能的试验研究[J].建筑结构,1995(8):3-7
[10]王志浩,方鄂华,钱稼茹.钢骨混凝土剪力墙的抗弯性能[J].建筑结构,1998(2):13-16
[11]Cho S H,Tupper B,Cook W D.Structural steel boundaryelements for ductile concrete walls[J].Journal ofStructural Engineering,2004,130(5):762-768
[12]吕西林,董宇光,丁子文.截面中部配置型钢的混凝土剪力墙抗震性能研究[J].地震工程与工程振动,2006,26(6):101-107(Lu Xilin,Dong Yuguang,DingZiwen.Study on seismic behavior of steel reinforcedconcrete wall[J].Earthquake Engineering and EngineeringVibration,2006,26(6):101-107(in Chinese))
[13]钱稼茹,魏勇,赵作周,等.高轴压比钢骨混凝土剪力墙抗震性能试验研究[J].建筑结构学报,2008,29(2):43-50(Qian Jiaru,Wei Yong,Zhao Zuozhou,et al.Experimental study on seismic behavior of SRC shear wallswith high axial force ratio[J].Journal of BuildingStructures,2008,29(2):43-50(in Chinese))
[14]陈涛,肖从真,田春雨,等.高轴压比钢-混凝土组合剪力墙压弯性能试验研究[J].土木工程学报,2011,44(6):1-7(Chen Tao,Xiao Congzhen,Tian Chunyu,et al.Experimental study of the compression-bending behavior ofcomposite shear walls of high axial compression ratios[J].China Civil Engineering Journal,2011,44(6):1-7(inChinese))
[15]梁兴文,马恺泽,李菲菲,等.型钢高强混凝土剪力墙抗震性能试验研究[J].建筑结构学报,2011,32(6):68-75(Liang Xingwen,Ma Kaize,Li Feifei,et al.Experimental study on seismic behavior of SHSC structuralwalls[J].Journal of Building Structures,2011,32(6):68-75(in Chinese))
[16]梁兴文,白亮,杨红楼,等.型钢高性能混凝土剪力墙抗震性能试验研究[J].工程力学,2010,27(10):131-138(Liang Xingwen,Bai Liang,Yang Honglou,et al.Experimental study on the seismic behavior of highperformance steel-concrete shear walls[J].EngineeringMechanics,2010,27(10):131-138(in Chinese))
[17]白亮,梁兴文,邓博团.不同参数型钢高性能混凝土剪力墙抗震性能研究[J].工程力学,2011,28(7):151-156(Bai Liang,Liang Xingwen,Deng Botuan.Study onthe seismic behavior of steel high-performance-concreteshear walls with different parameters[J].EngineeringMechanics,2011,28(7):151-156(in Chinese))
[18]ASCE/SEI 41-06 Seismic rehabilitation of existing buildings[S].New York:American Society of Civil Engineers,2007
[19]Seismic design of reinforced concrete structures for controlledinelastic response:design concepts[S].Paris:Comite Euro-International du Beton/CEB,2003
[20]Fardis M N.Advances in performance-based earthquakeengineering[M].New York:Springer,2010
[21]Fib(CEB-FIP).Displacement-based seismic design ofreinforced concrete buildings[R].Stuttgart:Sprint-Digital-Druck,2003
[22]武敏刚,吕西林.钢骨联肢剪力墙抗震性能试验研究[J].结构工程师,2004,20(5):52-56(Wu Mingang,LuXilin.Seismic behavior of steel-encased coupled shearwalls subjected to cyclic loading[J].Structural Engineers,2004,20(5):52-56(in Chinese))
[23]魏勇,钱稼茹,赵作周,等.高轴压比钢骨混凝土矮墙水平加载试验[J].工业建筑,2007,37(6):76-79(WeiYong,Qian Jiaru,Zhao Zuozhou,et al.Lateral loadingexperiment of SRC low shear walls with high axial forceratio[J].Industrial Construction,2007,37(6):76-79(in Chinese))
[24]过镇海,时旭东.钢筋混凝土原理和分析[M].北京:清华大学出版社,2003:183-188(Guo Zhenhai,ShiXudong.Reinforced concrete theory and analyse[M].Beijing:Tsinghua University Press,2003:183-188(in Chinese))
[25]Paulay T,Priestley M J N.Seismic design of reinforcedconcrete and masonry buildings[M].New York:JohnWiley&Sons,1992:86-88