引文
[1]曹万林,崔立长,张建伟,等.暗支撑与其他抗震措施在剪力墙中的联合应用[J].世界地震工程,2001,17(4):67~70.
[2]曹万林,王洪星,田宝发,等.带X形暗支撑设暗竖缝剪力墙抗震性能试验研究[J].世界地震工程,2001,17(2):39~42.
[3]曹万林,张建伟,田宝发,等.钢筋混凝土带暗支撑中高剪力墙抗震性能试验研究[J].建筑结构学报,2002,23(6):26~32.
[4]武藤清(日).结构物动力设计[M].北京:中国建筑工业出版社,1984.
[5]夏晓东.钢筋砼有边框带缝槽低剪力墙抗震性能的试验研究和延性设计[D].南京:东南大学博士研究生学位论文,1989.
[6]戴航.带水平短缝槽低剪力墙在循环荷载下的试验研究和4层剪力墙的振动台模型试验[D].南京:东南大学博士研究生学位论文,1991.
[7]唐兴荣,蒋永生,丁大钧.一种新型低剪力墙的试验研究[J].东南大学学报,1994,24(3):53~58.
[8]吕西林,Cheung Y K,Kwan A K H.高层剪力墙结构抗震控制研究{J].同济大学学报,1994,22(增刊):41~49.
[9]叶列平,康胜,曾勇.双功能带缝剪力墙的弹性受力性能分析[J].清华大学学报,1999,39(2):79~81.
[10]Zhao Q iuhong,Abolhassan Astaneh-Asl.Cyclic Behavior ofTrad itional and Innovative Composite shearW alls[J].Journal of Structural Engineer-ing ASCE,2004,130(2):271~285.
[11]李国强,张晓光,沈祖炎.钢板外包混凝土剪力墙板抗剪滞回性能试验研究[J].工业建筑,1995,25(6):32~35
[12]Abolhassan Astaneh-Ash.Seism ic behavior and design of composite steel plate shear plate shearwalls[R].Steel tips,Structural Steel Education-al Council,2002:1~49.
[13]Emori Katsuh iko.Compressive and shear strength of concrete filled steel box wall[J].Steel Structures,2002,26(2):29~40.
[14]L ink R A,E lw iA E.Composite concrete-steel plate walls:analysis and behavior[J].Journal of Structural Engineering,1995,121(2):260~271.
[15]W rightH D.The behaviour.of composite wailing under construction and service load ing.[J].Construct.Steel Research,1995,35(3):257~273.
[16]W rightHoward.The axial load behaviour of composite walling.[J].Construct.Steel Research,1998,45(3):353~375.
[17]AnwarHossain K M,W rightH D.Experim ental and theoretical behaviour of composite walling under in-plane shear[J].Journal ofConstructionalSteel Research,2004,60(1):59~83.
[18]Tong X iangdong,Hajjar Jerom e F,Arturo E.Schu ltz,Carol K.Sh ield.Cyclic behavior of steel fram e structures w ith composite reinforced con-crete infill walls and partially-restrained connections[J].Journal of Constructional Steel Research,2005,61(4):531~552.
[19]SaariW illiam K,Hajja Jerom e F,Schu ltz Arturo E,et al.Sh ield.Behavior of shear studs in steel fram es w ith reinforced concrete infill walls[J].Journal of Constructional Steel Research.2004(60):1453~1480.
[20]黄雄军,赵世春.带劲性钢筋混凝土边框低剪力墙的试验研究[J].西安交通大学学报,1999,34(5):536~539.
[21]罗英,赵世春.带SRC砼低剪力墙抗震性能试验研究[J].西安公路交通大学学报,1999,19(2):66~69.
[22]黄双华,黄雄军.劲性砼低剪力墙极限承载力有限元分析模型[J].四川建筑,2001,21(3):34~35.
[23]黄双华,黄雄军.劲性混凝土带边框低剪力墙极限承载力的计算[J].西南交通大学学报,2001B,36(4):360~364.
[24]刘航,蓝宗建,庞同和,等.劲性钢筋混凝土低剪力墙抗震性能试验研究[J].工业建筑,1997,27(5):32~36.
[25]YB 9802-9,钢骨混凝土结构设计规程[S].
[26]JG J 138-2001,型钢混凝土组合结构技术规程[S].
[27]GB 50010-2002,混凝土结构设计规范[S].
[28]D riverRobertG,Ku lak Geoffrey L,Kenned D J Laurie,et al.Cyclictest of four-story steel plate shearwall[J].Journal of Structural Engineering,1998,124(2):112~120.
[29]Abolhassan Astaneh-Ash,Q iuhong Zhao.Cyclic behavior of steel shearwall system s.Annual Stab ility Conference[C].Seattle:Structural Stab il-ity Research Council,2002.
[30]CECS159-2004,矩形钢管混凝土结构技术规程[S].
[31]夏汉强,刘嘉祥.矩形钢管混凝土柱带框剪力墙的应用及受力分析[J].建筑结构,2005,35(1):16~18.