钢-混凝土组合剪力墙抗震性能研究简述
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摘要
钢-混凝土组合剪力墙可以充分发挥钢和混凝土2种材料的优势,改善传统钢筋混凝土剪力墙延性和耗能能力较差的缺点,在钢-混凝土混合结构中具有应用优势。本文简要介绍了国内外一些新型的钢-混凝土组合剪力墙,并简述了其抗震性能的研究现状,最后对一些关键问题进行了初步探讨。
Composite shear walls are currently being used in the construction of tall building.They can give full play to the advantages of steel and concrete and have better dynamic behavior,such as ductility and ability of dissipating energy than the traditional reinforced concrete shear wall.So they have great advantage to be used in steel-concrete hybrid structures.This paper briefly introduces some new kinds of composite shear walls and does a state of the art review of them.Key issues are discussed in the research of their dynamic behavior.
Composite shear walls are currently being used in the construction of tall building.They can give full play to the advantages of steel and concrete and have better dynamic behavior,such as ductility and ability of dissipating energy than the traditional reinforced concrete shear wall.So they have great advantage to be used in steel-concrete hybrid structures.This paper briefly introduces some new kinds of composite shear walls and does a state of the art review of them.Key issues are discussed in the research of their dynamic behavior.
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.
[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.
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