组合剪力墙的抗震研究与发展
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摘要
剪力墙是高层建筑结构中的核心抗侧力部件,研制抗震性能好的剪力墙,是建筑抗震设计的关键技术之一。组合剪力墙包括不同材料和不同结构形式的组合,可以发挥不同材料和不同结构形式各自的优势,使剪力墙的延性和耗能能力得以提高,从而改善其抗震性能。本文对国内外一些新型组合剪力墙的抗震研究工作进行了归纳总结,并对其发展作一展望。
Shear wall is a main component to resist lateral forces,which has been mostly used in high-rise buildings.So to develop the shear walls which have better seismic behavior is one of the key techniques of the seismic design.Composite shear walls include composition of different materials and different structure types,which can fully display the superiority of different materials and different structure types.Ductility and energy dissipation capacity of shear walls have been increased and seismic behavior has been improved.Recent seismic research situation and prospect of composite shear walls around the world have been introduced in this paper.
Shear wall is a main component to resist lateral forces,which has been mostly used in high-rise buildings.So to develop the shear walls which have better seismic behavior is one of the key techniques of the seismic design.Composite shear walls include composition of different materials and different structure types,which can fully display the superiority of different materials and different structure types.Ductility and energy dissipation capacity of shear walls have been increased and seismic behavior has been improved.Recent seismic research situation and prospect of composite shear walls around the world have been introduced in this paper.
引文
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[3]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(12):79-81.
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[6]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,1998,28(2):13-16.
[7]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,1995,25(8):3-7.
[8]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].西南交通大学学报:自然科学版,1999,34(5):535-539.
[9]罗英,赵世春.带SRC边框低剪力墙的抗震性能试验研究[J].西安公路交通大学学报,1999,19(2):65-69.
[10]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,2001,36(4):360-364.
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[12]王曙光,蓝宗建.劲性钢筋混凝土开洞低剪力墙拟静力试验研究[J].建筑结构学报,2005,26(1):85-90,124.
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[17]王连广,李立新.国外型钢混凝土(SRC)结构设计规范基础介绍[J].建筑结构,2001,31(2):23-24,35.
[18]Yamada M.Steel panel encased RC composite shear walls[C].Monograph title:Composite Construction in Steel and Concrete II,Conferencename:proceedings of an Engineering Foundation conference;Conference Iocation:Potosi,MO,USA.
[19]Matsumoto T.Structural performance of SRC multi-story shear walls with infilled precast concrete panels[J].Transactions of the Japan ConcreteInstitute,1998,20:187-194.
[20]Hajjar,Jerome F.Composite construction for wind and seismic engineering.[C]//Proceedings-2001 Annual Technical Session,and Meeting.Structural Stability Research Council,Bethlehem,PA,United States,2001:209-228.
[21]Wallace J W.Lateral-load behavior of shear walls with structural steel boundary columns[J].Composite and Hybrid Structures.Los Angeles,Cal-ifornia:Association for International Cooperation and Research in Steel-Concrete Composite Structures;2000:801-809.
[22]Goel,Subhash C.United States-Japan cooperative earthquake engineering research program on composite and hybrid structures[J].Journal ofStructural Engineering,2004,130(2):157-158.
[23]林东欣,宗周红,房贞政.两层钢管混凝土组合框架结构拟动力地震反应试验研究[J].福州大学学报,2000,28(6):72-76.
[24]Astaneh-Asl A,Zhao Qiuhong.Cyclic behavior of steel shear wall systems[C]//Annual Stability Conference.Seattle:Structural Stability Re-search Council,Bethlehem,PA,18015-3191,United States.2002,21-36.
[25]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.
[26]廖飞宇,陶忠,韩林海.钢-混凝土组合剪力墙抗震性能研究简述[J].地震工程与工程振动,2006,26(5):130-135.
[27]Astaneh-Asl A,Zhao Q.Seismic studies of an innovative and traditional composite shear walls[J].Composite and Hybrid Structures.Los Angel-es,California:Association for International Cooperation and Research in Steel-Concrete Composite Structures,2000:1009-1024.
[28]Zhao Qiuhong,Astaneh-Asl A.Cyclic behavior of traditional and innovative composite shear walls[J].Journal of Structural Engineering,2004,130(2):271-284.
[29]Wright HD.The behavior of composite walling under construction and service loading[J].Construct.Steel Research,1995,35(3):257-273.
[30]Howard W.The axial load behavior of composite walling[J].Construct Steel Research,1998,45(3):353-375.
[31]Hossain A KM,Wright HD.Experimental and theoretical behavior of composite walling under in-plane shear[J].Journal of Constructional SteelResearch,2004,60(1):59-83.
[32]Howard W,Hossain A,Stewart G.Composite walls as shear elements in tall structures[C]//Proc Struct Congr94,Publby ASCE,NewYork.NY,USA,1994:140-145.
[33]Hossain K MAnwar.Design aspects of double skin profiled composite framed shear walls in construction and service stages[J].ACI StructuralJournal,2004,101(1):94-102.
[34]Hossain KMAnwar,Wright H D.Performance of double skin-profiled composite shear walls-Experiments and design equations[J].CanadianJournal of Civil Engineering,2004,31(2):204-217.
[35]Hossain K M,Wright HD.Experimental and theoretical behaviour of composite walling under in-plane shear[J].Journal of Constructional SteelResearch,2004,60(1):59-83.
[36]Link R A,Elwi AE.Composite concrete-steel plate walls:analysis and behavior[J].Journal of Structural Engineering,1995,121(2):60-271.
[37]Emori Katsuhiko.Compressive and shear strength of concrete filled steel box wall[J].Steel Structures,2002,26(2):29-40.
[38]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.
[39]曹万林,张建伟,田宝发,等.带暗支撑低矮剪力墙抗震性能试验及承载力计算[J].土木工程学报,2004,37(3):44-51.
[40]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研究[J].建筑结构学报,2002,23(6):26-32、55.
[41]曹万林,张建伟,崔立长,等.钢筋混凝土带暗支撑双功能低矮剪力墙抗震性能研究[J].建筑结构学报,2003,24(1):46-53.
[42]张建伟,曹万林,田宝发,等.底层大空间带暗支撑剪力墙结构振动台试验研究[J].建筑结构学报,2004,25(6):44-51.
[43]曹万林,董宏英,胡国振,等.钢筋混凝土带暗支撑双肢剪力墙抗震性能试验研究[J].建筑结构学报,2004,25(3):22-28.
[44]Cao W L,Zhang J W,Xue S D,etc.Seismic performance of RC coupled short-pier shear walls with concealed bracing[J].Advances in StructuralEngineering,2006,9(4):577-589.
[45]曹万林,黄选明,卢智成,等.钢筋混凝土带暗支撑核心筒体抗震性能试验研究[J].地震工程与工程振动,2005,25(3):81-86.
[46]曹万林,赵长军,常卫华,等.钢筋混凝土短肢剪力墙结构非线性地震反应分析[J].建筑结构学报.2006,27:(增刊1):188-194.
[47]郑同亮.内藏钢桁架混凝土组合高剪力墙抗震性能试验及理论分析[D].北京:北京工业大学,2006:11-74.
[48]张静娜.内藏钢桁架混凝土中高剪力墙抗震性能试验及理论分析[D].北京:北京工业大学,2006:9-66.
[49]陶军平.内藏钢桁架混凝土组合低剪力墙抗震性能试验及理论分析[D].北京:北京工业大学,2006:8-59.
[50]徐培福.复杂高层建筑结构设计[M].北京:中国建筑工业出版社,2005.
[2]李爱群,曹征良,丁大钧.带摩阻装置钢筋砼低剪力墙极限承载力分析[J].东南大学学报,1994,24(3):70-74.
[3]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(12):79-81.
[4]戴航,丁大均,陆勤.带水平短缝剪力墙与普通剪力墙模型的对比振动台试验研究[J].工程力学,1992,9(2):76-85.
[5]刘维亚.型钢混凝土组合结构构造与计算手册[K].北京:中国建筑工业出版社,2004.
[6]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,1998,28(2):13-16.
[7]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,1995,25(8):3-7.
[8]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].西南交通大学学报:自然科学版,1999,34(5):535-539.
[9]罗英,赵世春.带SRC边框低剪力墙的抗震性能试验研究[J].西安公路交通大学学报,1999,19(2):65-69.
[10]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,2001,36(4):360-364.
[11]刘航,蓝宗建.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):32-36,47.
[12]王曙光,蓝宗建.劲性钢筋混凝土开洞低剪力墙拟静力试验研究[J].建筑结构学报,2005,26(1):85-90,124.
[13]刘航,蓝宗建,等.底层框架多层砖房模型振动台试验研究[J].东南大学学报,1996,26(5):131-136.
[14]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.
[15]王连广.钢与混凝土组合结构理论与计算[M].北京:科学出版社,2005.
[16]赵世春.型钢混凝土组合结构计算原理[M].成都:西南交通大学出版社,2004.
[17]王连广,李立新.国外型钢混凝土(SRC)结构设计规范基础介绍[J].建筑结构,2001,31(2):23-24,35.
[18]Yamada M.Steel panel encased RC composite shear walls[C].Monograph title:Composite Construction in Steel and Concrete II,Conferencename:proceedings of an Engineering Foundation conference;Conference Iocation:Potosi,MO,USA.
[19]Matsumoto T.Structural performance of SRC multi-story shear walls with infilled precast concrete panels[J].Transactions of the Japan ConcreteInstitute,1998,20:187-194.
[20]Hajjar,Jerome F.Composite construction for wind and seismic engineering.[C]//Proceedings-2001 Annual Technical Session,and Meeting.Structural Stability Research Council,Bethlehem,PA,United States,2001:209-228.
[21]Wallace J W.Lateral-load behavior of shear walls with structural steel boundary columns[J].Composite and Hybrid Structures.Los Angeles,Cal-ifornia:Association for International Cooperation and Research in Steel-Concrete Composite Structures;2000:801-809.
[22]Goel,Subhash C.United States-Japan cooperative earthquake engineering research program on composite and hybrid structures[J].Journal ofStructural Engineering,2004,130(2):157-158.
[23]林东欣,宗周红,房贞政.两层钢管混凝土组合框架结构拟动力地震反应试验研究[J].福州大学学报,2000,28(6):72-76.
[24]Astaneh-Asl A,Zhao Qiuhong.Cyclic behavior of steel shear wall systems[C]//Annual Stability Conference.Seattle:Structural Stability Re-search Council,Bethlehem,PA,18015-3191,United States.2002,21-36.
[25]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.
[26]廖飞宇,陶忠,韩林海.钢-混凝土组合剪力墙抗震性能研究简述[J].地震工程与工程振动,2006,26(5):130-135.
[27]Astaneh-Asl A,Zhao Q.Seismic studies of an innovative and traditional composite shear walls[J].Composite and Hybrid Structures.Los Angel-es,California:Association for International Cooperation and Research in Steel-Concrete Composite Structures,2000:1009-1024.
[28]Zhao Qiuhong,Astaneh-Asl A.Cyclic behavior of traditional and innovative composite shear walls[J].Journal of Structural Engineering,2004,130(2):271-284.
[29]Wright HD.The behavior of composite walling under construction and service loading[J].Construct.Steel Research,1995,35(3):257-273.
[30]Howard W.The axial load behavior of composite walling[J].Construct Steel Research,1998,45(3):353-375.
[31]Hossain A KM,Wright HD.Experimental and theoretical behavior of composite walling under in-plane shear[J].Journal of Constructional SteelResearch,2004,60(1):59-83.
[32]Howard W,Hossain A,Stewart G.Composite walls as shear elements in tall structures[C]//Proc Struct Congr94,Publby ASCE,NewYork.NY,USA,1994:140-145.
[33]Hossain K MAnwar.Design aspects of double skin profiled composite framed shear walls in construction and service stages[J].ACI StructuralJournal,2004,101(1):94-102.
[34]Hossain KMAnwar,Wright H D.Performance of double skin-profiled composite shear walls-Experiments and design equations[J].CanadianJournal of Civil Engineering,2004,31(2):204-217.
[35]Hossain K M,Wright HD.Experimental and theoretical behaviour of composite walling under in-plane shear[J].Journal of Constructional SteelResearch,2004,60(1):59-83.
[36]Link R A,Elwi AE.Composite concrete-steel plate walls:analysis and behavior[J].Journal of Structural Engineering,1995,121(2):60-271.
[37]Emori Katsuhiko.Compressive and shear strength of concrete filled steel box wall[J].Steel Structures,2002,26(2):29-40.
[38]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.
[39]曹万林,张建伟,田宝发,等.带暗支撑低矮剪力墙抗震性能试验及承载力计算[J].土木工程学报,2004,37(3):44-51.
[40]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研究[J].建筑结构学报,2002,23(6):26-32、55.
[41]曹万林,张建伟,崔立长,等.钢筋混凝土带暗支撑双功能低矮剪力墙抗震性能研究[J].建筑结构学报,2003,24(1):46-53.
[42]张建伟,曹万林,田宝发,等.底层大空间带暗支撑剪力墙结构振动台试验研究[J].建筑结构学报,2004,25(6):44-51.
[43]曹万林,董宏英,胡国振,等.钢筋混凝土带暗支撑双肢剪力墙抗震性能试验研究[J].建筑结构学报,2004,25(3):22-28.
[44]Cao W L,Zhang J W,Xue S D,etc.Seismic performance of RC coupled short-pier shear walls with concealed bracing[J].Advances in StructuralEngineering,2006,9(4):577-589.
[45]曹万林,黄选明,卢智成,等.钢筋混凝土带暗支撑核心筒体抗震性能试验研究[J].地震工程与工程振动,2005,25(3):81-86.
[46]曹万林,赵长军,常卫华,等.钢筋混凝土短肢剪力墙结构非线性地震反应分析[J].建筑结构学报.2006,27:(增刊1):188-194.
[47]郑同亮.内藏钢桁架混凝土组合高剪力墙抗震性能试验及理论分析[D].北京:北京工业大学,2006:11-74.
[48]张静娜.内藏钢桁架混凝土中高剪力墙抗震性能试验及理论分析[D].北京:北京工业大学,2006:9-66.
[49]陶军平.内藏钢桁架混凝土组合低剪力墙抗震性能试验及理论分析[D].北京:北京工业大学,2006:8-59.
[50]徐培福.复杂高层建筑结构设计[M].北京:中国建筑工业出版社,2005.
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