超高层建筑剪力墙设计与研究的最新进展
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摘要
针对超高层建筑剪力墙的研究与应用实践,对国内外剪力墙的发展历程进行了较为全面的回顾,对现浇钢筋混凝土剪力墙、钢-混凝土组合剪力墙和钢板剪力墙的分类与主要力学性能进行了阐述,并针对超高层建筑剪力墙设计中需要注意的关键技术问题进行了讨论。
Aiming at the research and application of shear wall in high-rise buildings,the development of shear wall at home and abroad was reviewed comprehensively.The types and main mechanical behavior of reinforced concrete shear wall(RC shear wall),steel-concrete composite shear wall and steel plate shear wall(SPSW) were discussed,as well as some key techniques that need attention in high-rise building design.
Aiming at the research and application of shear wall in high-rise buildings,the development of shear wall at home and abroad was reviewed comprehensively.The types and main mechanical behavior of reinforced concrete shear wall(RC shear wall),steel-concrete composite shear wall and steel plate shear wall(SPSW) were discussed,as well as some key techniques that need attention in high-rise building design.
引文
[1]CHITY L.On the cantilever composed of a series ofparallel beams interconnected by cross-bars[D].PhilMag.1947.
[2]ROSEMAN R.Approximate analysis of shear wallssubjected to lateral loads[J].ACI Journal,1964,61(6):717-734.
[3]COULL A.Analysis of coupled shear walls of variablethickness[J].Building Science,1967,2(2):181-188.
[4]PAULAY T.Ductile behavior of shear walls subjected toreversed cyclic loading[C]//6th World Conference onEarthquake,India,1977.
[5]SOZEN M A.Behavior of ten-story RC walls subjected toearthquake motions[D].USA,University of Lllinois atUrbana-Champaign,1975.
[6]SALONIKIOS T N.Shear strength and deformationpatterns of R/C walls with aspect ratio 1.0 and 1.5designed to Eurocode 8(EC8)[J].EngineeringStructures,2002(24):39-49.
[7]方鄂华.连系梁对双肢剪力墙弹塑性性能的影响[J].工程抗震与加固改造,1985,7(4):5-10.
[8]MUTO K.Newly-deviced reinforced concrete shear wallsfor high-rise building structures[C]//SEAOCConvention of HAWAII,1969.
[9]戴航,陈贵.带水平短缝墙及低剪力墙的动力反应和耗能分析[J].东南大学学报,1992,22(5):58-64.
[10]夏晓东.有边框带竖缝槽剪力墙的试验研究及延性设计[D].南京:东南大学,1989.
[11]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.
[12]吕西林,吴晓涵,等.新型抗震耗能剪力墙结构的研究[J].地震工程与工程振动,1996,16(1):70-78.
[13]SALONIKIOS T N,KAPPOS A J,TEGOS I A,et al.Cyclic load behavior of low-slenderness reinforcedconcrete walls:design basis and test results[J].ACISturcture,1999,96(4):649-660.
[14]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.
[15]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.
[16]张建伟,曹万林,田宝发,等.底部大空间带暗支撑剪力墙结构模拟地震振动台试验研究[J].建筑结构学报,2004,25(6):44-51.
[17]皮天祥,刘光伟,傅件平.新配筋方案带板连梁抗震性能对比试验[J].重庆大学学报,2007,30(8):107-127.
[18]TISSIOS T P.On the behavior and ductility of reinforcedconcrete coupling beams of shear walls[J].ACI StructuralJournal,1996,93(6):711-720.
[19]GALAN L,VIGNOLI A.Seismic behavior of shortcoupling beams with different reinforcement layouts[J].ACI Sturcral,2000,97(6):876-885.
[20]范重,李波,范学伟.超高层建筑剪力墙短连梁有效配筋形式研究[J].建筑结构,2004,39(S1):496-499.
[21]肖建庄.高强混凝土结构性能及发展[J].建筑技术开发,2002,29(1):3-6.
[22]GB500011—2010建筑抗震设计规范[S].北京:中国建筑工业出版社,2010.
[23]住房与城乡建设部标准定额研究所.热轧带肋高强钢筋在混凝土结构中应用技术导则[M].北京:中国建筑工业出版社,2010.
[24]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.
[25]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):13-21.
[26]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.
[27]武敏刚.钢骨混凝土高层结构抗震性能研究[D].上海:同济大学,2004.
[28]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.
[29]董光宇,吕西林.型钢混凝土剪力墙抗震性能试验研究[D].上海:同济大学,2010.
[30]曹万林,范燕飞,张建伟,等.型钢混凝土剪力墙的抗震性能研究[J].地震工程与工程振动,2007,27(2):81-84.
[31]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.
[32]高辉,李国强,孙飞飞.组合钢板剪力墙试验研究与理论分析[D].上海:同济大学,2007.
[33]SUN F F,LI G Q,GAO H.Experimental research onseismic behavior of two-sided composite steel plate walls[C]//Steel and Composite Sturctures,London:Taylorand Francis,2007,805-811.
[34]CLUBLEY S K,XIAO R Y,MOY S S J.Shear strengthof steel-concrete-steel composite panels part I-testing andnumerical modeling[J].Constructional Steel Research,2003(59):781-794.
[35]范重,张良平,等.高效组合结构体系研究[R].北京:中国建筑设计研究院,2010.
[36]Canadian Standards Association(CSA).CAN/CSAS16—2001,Limit States Design of Steel Structures[S].2001.
[37]ANSI/AISC 341—2005 American Institute of SteelConstruction,Seismic Provisions for Structural SteelBuildings[S].2005.
[38]郭彦林,周明.钢板剪力墙的分类及性能[J].建筑科学与工程学报,2009,26(3):1-13.
[39]THORBURN L J,KULAK G L,MONTGOMERY C J.Analysis of steel plate shear wall:structural engineeringreport No 107[R].Edmonton,AB:Department of CivilEngineering,University of Alberta,1983.
[40]DRIVER R G,KULAK G L,LAURIE K D J,et al.Seismic behavior of steel plate shear wall:structuralengineering report No 215[R].Edmonton,AB:Department of Civil Engineering,University of Alberta,1997.
[41]SHISHKIN J J,DRIVER R G,GRONDIN G Y.Analysisof steel plate shear walls using the modified strip model:structural engineering report No 261[R].Edmonton,AB:Department of Civil Engineering,University ofAlberta,2005.
[42]XUE M,LU L W.Interaction of infilled steel shear wallpanels with surrounding frame members[R].Proceedingof Structural Stability Research Council Annu.Bethlehem,1994.
[43]REZAI M.Seismic behavior of steel plate shear walls byshake table testing[D].Vancouver:Univ.of BritishColumbia,1999.
[44]ASTANEH-ASL A,ZHAO Q.Cyclic tests of steel shearwalls[R].Volume I-Final Report.Final Report to theSponsors,Report Number UCB/CEE-STEEL-01/01,Dept.of Civil and Env.Engineering,Univ.ofCalifornia,Berkeley,2002.
[45]HITAKA T,MASTSUI C.Experimental study on steelshear wall with slits[J].Sturctural Engineering,2003,129(5):586-595.
[46]赵作周,肖明,钱稼茹,等.开缝钢板墙抗震性能的试验研究[J].建筑结构,2007,37(12):105-109.
[47]苏磊.带缝钢板剪力墙结构分析与试验研究[D].武汉:武汉理工大学,2004.
[48]陈国栋,郭彦林,范珍,等.钢板剪力墙低周期反复荷载试验研究[J].建筑结构学报,2004,25(2):19-26.
[49]郭彦林,陈国栋,缪友武.加劲钢板剪力墙弹性抗剪屈曲性能研究[J].工程力学,2006,23(2):84-91.
[50]侯蕾,郝际平,董子建,等.十字加劲肋钢板剪力墙低周反复荷载的试验[J].钢结构,2006,21(2):12-16.
[51]王迎春,郝际平,李峰,等.钢板剪力墙力学性能研究[J].西安建筑科技大学学报,2007,39(2):181-186.
[52]蔡克铨,林盈成,林志翰.钢板剪力墙抗震行为与设计[C]//第四届海峡两岸及香港钢结构技术交流会议文集,2006.
[53]ASTANEH-ASL A.Seismic behavior and design of steelplate shear walls[R].Berkeley:University of California,2001.
[54]GUO Y L,DONG Q L.Static behavior of buckling-restrained steel plate shear walls tall buildings fromengineering to sustainability[J].World Scientific,2005,6(8):666-670.
[55]HITAKA T,MATSUI C.Strength and behavior of steel-concrete composite bearing wall[C]//Proceding of 6thASCCS Conference,Los Angeles,USA,2000,22(24):777-784.
[56]SABOURI-GHOMI S,GHOLHAKI M.Ductility of thinsteel plate shear walls[J].Asian Journal of CivilEngineer:Building and Hoursing,2008,9(2):153-166.
[57]范重,刘学林,李丽,等.天津金融会议酒店结构抗震超限审查报告[R].北京:中国建筑设计研究院,2010.
[2]ROSEMAN R.Approximate analysis of shear wallssubjected to lateral loads[J].ACI Journal,1964,61(6):717-734.
[3]COULL A.Analysis of coupled shear walls of variablethickness[J].Building Science,1967,2(2):181-188.
[4]PAULAY T.Ductile behavior of shear walls subjected toreversed cyclic loading[C]//6th World Conference onEarthquake,India,1977.
[5]SOZEN M A.Behavior of ten-story RC walls subjected toearthquake motions[D].USA,University of Lllinois atUrbana-Champaign,1975.
[6]SALONIKIOS T N.Shear strength and deformationpatterns of R/C walls with aspect ratio 1.0 and 1.5designed to Eurocode 8(EC8)[J].EngineeringStructures,2002(24):39-49.
[7]方鄂华.连系梁对双肢剪力墙弹塑性性能的影响[J].工程抗震与加固改造,1985,7(4):5-10.
[8]MUTO K.Newly-deviced reinforced concrete shear wallsfor high-rise building structures[C]//SEAOCConvention of HAWAII,1969.
[9]戴航,陈贵.带水平短缝墙及低剪力墙的动力反应和耗能分析[J].东南大学学报,1992,22(5):58-64.
[10]夏晓东.有边框带竖缝槽剪力墙的试验研究及延性设计[D].南京:东南大学,1989.
[11]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.
[12]吕西林,吴晓涵,等.新型抗震耗能剪力墙结构的研究[J].地震工程与工程振动,1996,16(1):70-78.
[13]SALONIKIOS T N,KAPPOS A J,TEGOS I A,et al.Cyclic load behavior of low-slenderness reinforcedconcrete walls:design basis and test results[J].ACISturcture,1999,96(4):649-660.
[14]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.
[15]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.
[16]张建伟,曹万林,田宝发,等.底部大空间带暗支撑剪力墙结构模拟地震振动台试验研究[J].建筑结构学报,2004,25(6):44-51.
[17]皮天祥,刘光伟,傅件平.新配筋方案带板连梁抗震性能对比试验[J].重庆大学学报,2007,30(8):107-127.
[18]TISSIOS T P.On the behavior and ductility of reinforcedconcrete coupling beams of shear walls[J].ACI StructuralJournal,1996,93(6):711-720.
[19]GALAN L,VIGNOLI A.Seismic behavior of shortcoupling beams with different reinforcement layouts[J].ACI Sturcral,2000,97(6):876-885.
[20]范重,李波,范学伟.超高层建筑剪力墙短连梁有效配筋形式研究[J].建筑结构,2004,39(S1):496-499.
[21]肖建庄.高强混凝土结构性能及发展[J].建筑技术开发,2002,29(1):3-6.
[22]GB500011—2010建筑抗震设计规范[S].北京:中国建筑工业出版社,2010.
[23]住房与城乡建设部标准定额研究所.热轧带肋高强钢筋在混凝土结构中应用技术导则[M].北京:中国建筑工业出版社,2010.
[24]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.
[25]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):13-21.
[26]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.
[27]武敏刚.钢骨混凝土高层结构抗震性能研究[D].上海:同济大学,2004.
[28]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.
[29]董光宇,吕西林.型钢混凝土剪力墙抗震性能试验研究[D].上海:同济大学,2010.
[30]曹万林,范燕飞,张建伟,等.型钢混凝土剪力墙的抗震性能研究[J].地震工程与工程振动,2007,27(2):81-84.
[31]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.
[32]高辉,李国强,孙飞飞.组合钢板剪力墙试验研究与理论分析[D].上海:同济大学,2007.
[33]SUN F F,LI G Q,GAO H.Experimental research onseismic behavior of two-sided composite steel plate walls[C]//Steel and Composite Sturctures,London:Taylorand Francis,2007,805-811.
[34]CLUBLEY S K,XIAO R Y,MOY S S J.Shear strengthof steel-concrete-steel composite panels part I-testing andnumerical modeling[J].Constructional Steel Research,2003(59):781-794.
[35]范重,张良平,等.高效组合结构体系研究[R].北京:中国建筑设计研究院,2010.
[36]Canadian Standards Association(CSA).CAN/CSAS16—2001,Limit States Design of Steel Structures[S].2001.
[37]ANSI/AISC 341—2005 American Institute of SteelConstruction,Seismic Provisions for Structural SteelBuildings[S].2005.
[38]郭彦林,周明.钢板剪力墙的分类及性能[J].建筑科学与工程学报,2009,26(3):1-13.
[39]THORBURN L J,KULAK G L,MONTGOMERY C J.Analysis of steel plate shear wall:structural engineeringreport No 107[R].Edmonton,AB:Department of CivilEngineering,University of Alberta,1983.
[40]DRIVER R G,KULAK G L,LAURIE K D J,et al.Seismic behavior of steel plate shear wall:structuralengineering report No 215[R].Edmonton,AB:Department of Civil Engineering,University of Alberta,1997.
[41]SHISHKIN J J,DRIVER R G,GRONDIN G Y.Analysisof steel plate shear walls using the modified strip model:structural engineering report No 261[R].Edmonton,AB:Department of Civil Engineering,University ofAlberta,2005.
[42]XUE M,LU L W.Interaction of infilled steel shear wallpanels with surrounding frame members[R].Proceedingof Structural Stability Research Council Annu.Bethlehem,1994.
[43]REZAI M.Seismic behavior of steel plate shear walls byshake table testing[D].Vancouver:Univ.of BritishColumbia,1999.
[44]ASTANEH-ASL A,ZHAO Q.Cyclic tests of steel shearwalls[R].Volume I-Final Report.Final Report to theSponsors,Report Number UCB/CEE-STEEL-01/01,Dept.of Civil and Env.Engineering,Univ.ofCalifornia,Berkeley,2002.
[45]HITAKA T,MASTSUI C.Experimental study on steelshear wall with slits[J].Sturctural Engineering,2003,129(5):586-595.
[46]赵作周,肖明,钱稼茹,等.开缝钢板墙抗震性能的试验研究[J].建筑结构,2007,37(12):105-109.
[47]苏磊.带缝钢板剪力墙结构分析与试验研究[D].武汉:武汉理工大学,2004.
[48]陈国栋,郭彦林,范珍,等.钢板剪力墙低周期反复荷载试验研究[J].建筑结构学报,2004,25(2):19-26.
[49]郭彦林,陈国栋,缪友武.加劲钢板剪力墙弹性抗剪屈曲性能研究[J].工程力学,2006,23(2):84-91.
[50]侯蕾,郝际平,董子建,等.十字加劲肋钢板剪力墙低周反复荷载的试验[J].钢结构,2006,21(2):12-16.
[51]王迎春,郝际平,李峰,等.钢板剪力墙力学性能研究[J].西安建筑科技大学学报,2007,39(2):181-186.
[52]蔡克铨,林盈成,林志翰.钢板剪力墙抗震行为与设计[C]//第四届海峡两岸及香港钢结构技术交流会议文集,2006.
[53]ASTANEH-ASL A.Seismic behavior and design of steelplate shear walls[R].Berkeley:University of California,2001.
[54]GUO Y L,DONG Q L.Static behavior of buckling-restrained steel plate shear walls tall buildings fromengineering to sustainability[J].World Scientific,2005,6(8):666-670.
[55]HITAKA T,MATSUI C.Strength and behavior of steel-concrete composite bearing wall[C]//Proceding of 6thASCCS Conference,Los Angeles,USA,2000,22(24):777-784.
[56]SABOURI-GHOMI S,GHOLHAKI M.Ductility of thinsteel plate shear walls[J].Asian Journal of CivilEngineer:Building and Hoursing,2008,9(2):153-166.
[57]范重,刘学林,李丽,等.天津金融会议酒店结构抗震超限审查报告[R].北京:中国建筑设计研究院,2010.
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