框架填充墙抗震性能的研究现状与发展
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摘要
填充墙框架结构是一种应用广泛的结构形式,结合填充墙震害,分析了填充墙框架的失效机制,总结了国内外关于填充墙对框架结构承载力、变形、刚度等性能影响的最新研究成果,重点探讨了填充墙框架结构的计算模型,结合新版《建筑抗震设计规范》(GB50011—2010),给出了框架填充墙抗震设计的相关建议。最后,对框架填充墙抗震性能研究的发展方向做出了展望。
The infilled frame structure is a widely used structural form.According to the earthquake damage of infilled walls,the failure mechanism of infilled frame structure was analyzed.The newest results about effect of infilled walls on the bearing capacity,deformation and stiffness of RC frame structures at home and abroad were summarized.The calculated mode for the infilled frame structure was discussed primarily.The relevant suggestions for seismic design of infilled wall were presented based on the newest Code for seismic design of buildings(GB50011—2010).Finally,development prospects and tendency for future research were analyzed.
The infilled frame structure is a widely used structural form.According to the earthquake damage of infilled walls,the failure mechanism of infilled frame structure was analyzed.The newest results about effect of infilled walls on the bearing capacity,deformation and stiffness of RC frame structures at home and abroad were summarized.The calculated mode for the infilled frame structure was discussed primarily.The relevant suggestions for seismic design of infilled wall were presented based on the newest Code for seismic design of buildings(GB50011—2010).Finally,development prospects and tendency for future research were analyzed.
引文
[1]GB50011—2010建筑抗震设计规范[S].北京:中国建筑工业出版社,2010.
[2]杨伟,侯爽,欧进萍.从汶川地震分析填充墙对结构整体抗震能力影响[J].大连理工大学学报,2009,49(5):770-775.
[3]侯爽,杨伟.汶川地震都江堰市填充墙震害分析[J].大连理工大学学报,2009,49(5):754-757.
[4]SHING P B,MEHRABI A B.Behavior and analysis of masonry-infilled frames[J].Progress in Structural Engineering andMaterials,2002,4:320-331.
[5]刘玉姝,李国强.带填充墙钢框架结构抗侧力性能试验及理论研究[J].建筑结构学报,2005,26(3):78-84.
[6]朱荣华,沈聚敏.砖填充墙钢筋混凝土框架拟动力地震反应试验及理论分[J].建筑结构学报,1996,17(4):27-34.
[7]GOVINDAN P,LAKSHMIPATHY M,SANTHAKUNMAR AR.Ductility of infilled frames[J].Journal of Structure,ACI,1986,83(5):567-576.
[8]SCHNEIDER S P,ZAGERS B R,ABRAMS D P.Lateralstrength of steel frames with masonry infills having largeopenings[J].Journal of Structural Engineering,1998,124(8):896-904.
[9]FLANAGAN R D,BENNETT R M.In-plane behavior ofstructural clay tile infilled frames[J].Journal of StructuralEngineering,1999,125(6):590-599.
[10]HENDERSON R C,FRICKE K E,JONES W D,et al.Summary of a large and small scale un-reinforced masonry infilltest program[J].Journal of Structural Engineering,2003,129(12):1667-1675.
[11]曹万林,庞国新.轻质填充墙异型柱边框架抗震性能研究[J].地震工程与工程振动,1997,15(2):106-112.
[12]邹昀.带砌体填充墙的钢筋混凝土框架受力性能分析[J].江南大学学报:自然科学版,2002,l(l):76-81.
[13]曹万林,王光远,吴建有,等.轻质填充墙异形柱框架结构层刚度及其衰减过程的研究[J].建筑结构学报,1995,16(5):20-31.
[14]CHAKER A A,CHERIFATI A.Influence of masonry infillpanels on the vibration and stiffness characteristics of RC framebuildings[J].Earthquake Engineering and StructuralDynamics,1999,28(10):1061-1065.
[15]郭子雄,吴毅彬,黄群贤.砌体填充墙框架结构抗震性能研究现状与展望[J].地震工程与工程振动,2008,28(6):172-177.
[16]高小旺,卜庆顺.多层钢筋混凝土框架房屋周期折减系数和层间弹性位移修正系数的取值[J].建筑结构,1993,23(2):42-46.
[17]李英民,韩军,田启祥.填充墙对框架结构抗震性能的影响[J].地震工程与工程振动,2009,29(3):51-58.
[18]DAFNIS A,KOLSCH H,REIMERDES H.Arching in masonrywalls subjected to earthquake motions[J].Journal of StructuralEngineering,2002,128(2):153-159.
[19]ABRAMS D P,ANGEL R,UZARSKI J.Out-of-plane strengthof un-reinforced masonry infill panels[J].Earthquake Spectra,1996,12(4):825-844.
[20]程云,刘明,王长玉,等.新型混凝土砌块填充墙平面外稳定性研究[J].新型建筑材料,2009,(11):55-59.
[21]GB50011—2001建筑抗震设计规范[S].北京:中国建筑工业出版社,2001.
[22]张宏升,白秀雅.框架填充墙抗震性能分析方法研究综述[J].低温建筑技术,2009,(12):73-74.
[23]王晓敏.填充墙对钢筋混凝土框架结构抗震性能影响[D].哈尔滨:哈尔滨工业大学,2009.
[24]HOLMES M.Combined loading on infilled frames[J].Proceedingsof the Institution of Civil Engineers,1963,(25):31-38.
[25]SMITH B S.Behavior of square infilled frames[J].Journal ofthe Structural Division.1966,92:56-70.
[26]FLANAGAN R D,Bennett R M.In-plane behavior of structuralclay tile infilled frames[J].Journal of Structural Engineering,1999,125(6):590-599.
[27]SANEINEJAD A,HOBBS B.Inelastic design of infilled frames[J].Journal of Structural Engineering,1995,121(4):634-649.
[28]BUONOPANE S G,WHITE R N.Pseudodynamic testing ofmasonry infilled reinforced concrete frame[J].Journal ofStructural Engineering,1999,125(6):578-589.
[29]WAEL W E,MOHAMED E,AHMAD A H.Three-strut modelfor concrete masonry infilled steel frames[J].Journal ofStructural Engineering,2003,129(2):177-185.
[30]THIRUVENGADAM V.On the natural frequencies of infilledframes[J].Earthquake Engineering and Structural Dynamics,1985,13(3):401-419.
[31]MEHRABI A B,SHING P B.Finite element modeling ofmasonry-infilled RC frames[J].Journal of structuralengineering,1997,123(5):604-613.
[32]GHOSH A K,MADE A M.Finite element analysis of infilledframes[J].Journal of Structural Engineering,2002,128(7):881-889.
[33]王亚勇.汶川地震建筑震害启示—抗震概念设计[J].建筑结构学报,2008,29(4):20-25.
[34]张敏政.从汶川地震看抗震设防和抗震设计[J].土木工程学报,2009,42(5):21-24.
[35]王翠坤,杨沈.汶川地震对建筑结构设计的启示[J].震灾防御技术,2008,3(3):230-236.
[36]苑振芳,苑磊,刘斌.与框架柱脱开的砌体填充墙设计应用探讨[J].建筑结构,2010,40(5):112-116.
[37]金伟良,岳增国,高连玉.《砌体结构设计规范》的回顾与进展[J].建筑结构学报,2010,31(6):22-28.
[2]杨伟,侯爽,欧进萍.从汶川地震分析填充墙对结构整体抗震能力影响[J].大连理工大学学报,2009,49(5):770-775.
[3]侯爽,杨伟.汶川地震都江堰市填充墙震害分析[J].大连理工大学学报,2009,49(5):754-757.
[4]SHING P B,MEHRABI A B.Behavior and analysis of masonry-infilled frames[J].Progress in Structural Engineering andMaterials,2002,4:320-331.
[5]刘玉姝,李国强.带填充墙钢框架结构抗侧力性能试验及理论研究[J].建筑结构学报,2005,26(3):78-84.
[6]朱荣华,沈聚敏.砖填充墙钢筋混凝土框架拟动力地震反应试验及理论分[J].建筑结构学报,1996,17(4):27-34.
[7]GOVINDAN P,LAKSHMIPATHY M,SANTHAKUNMAR AR.Ductility of infilled frames[J].Journal of Structure,ACI,1986,83(5):567-576.
[8]SCHNEIDER S P,ZAGERS B R,ABRAMS D P.Lateralstrength of steel frames with masonry infills having largeopenings[J].Journal of Structural Engineering,1998,124(8):896-904.
[9]FLANAGAN R D,BENNETT R M.In-plane behavior ofstructural clay tile infilled frames[J].Journal of StructuralEngineering,1999,125(6):590-599.
[10]HENDERSON R C,FRICKE K E,JONES W D,et al.Summary of a large and small scale un-reinforced masonry infilltest program[J].Journal of Structural Engineering,2003,129(12):1667-1675.
[11]曹万林,庞国新.轻质填充墙异型柱边框架抗震性能研究[J].地震工程与工程振动,1997,15(2):106-112.
[12]邹昀.带砌体填充墙的钢筋混凝土框架受力性能分析[J].江南大学学报:自然科学版,2002,l(l):76-81.
[13]曹万林,王光远,吴建有,等.轻质填充墙异形柱框架结构层刚度及其衰减过程的研究[J].建筑结构学报,1995,16(5):20-31.
[14]CHAKER A A,CHERIFATI A.Influence of masonry infillpanels on the vibration and stiffness characteristics of RC framebuildings[J].Earthquake Engineering and StructuralDynamics,1999,28(10):1061-1065.
[15]郭子雄,吴毅彬,黄群贤.砌体填充墙框架结构抗震性能研究现状与展望[J].地震工程与工程振动,2008,28(6):172-177.
[16]高小旺,卜庆顺.多层钢筋混凝土框架房屋周期折减系数和层间弹性位移修正系数的取值[J].建筑结构,1993,23(2):42-46.
[17]李英民,韩军,田启祥.填充墙对框架结构抗震性能的影响[J].地震工程与工程振动,2009,29(3):51-58.
[18]DAFNIS A,KOLSCH H,REIMERDES H.Arching in masonrywalls subjected to earthquake motions[J].Journal of StructuralEngineering,2002,128(2):153-159.
[19]ABRAMS D P,ANGEL R,UZARSKI J.Out-of-plane strengthof un-reinforced masonry infill panels[J].Earthquake Spectra,1996,12(4):825-844.
[20]程云,刘明,王长玉,等.新型混凝土砌块填充墙平面外稳定性研究[J].新型建筑材料,2009,(11):55-59.
[21]GB50011—2001建筑抗震设计规范[S].北京:中国建筑工业出版社,2001.
[22]张宏升,白秀雅.框架填充墙抗震性能分析方法研究综述[J].低温建筑技术,2009,(12):73-74.
[23]王晓敏.填充墙对钢筋混凝土框架结构抗震性能影响[D].哈尔滨:哈尔滨工业大学,2009.
[24]HOLMES M.Combined loading on infilled frames[J].Proceedingsof the Institution of Civil Engineers,1963,(25):31-38.
[25]SMITH B S.Behavior of square infilled frames[J].Journal ofthe Structural Division.1966,92:56-70.
[26]FLANAGAN R D,Bennett R M.In-plane behavior of structuralclay tile infilled frames[J].Journal of Structural Engineering,1999,125(6):590-599.
[27]SANEINEJAD A,HOBBS B.Inelastic design of infilled frames[J].Journal of Structural Engineering,1995,121(4):634-649.
[28]BUONOPANE S G,WHITE R N.Pseudodynamic testing ofmasonry infilled reinforced concrete frame[J].Journal ofStructural Engineering,1999,125(6):578-589.
[29]WAEL W E,MOHAMED E,AHMAD A H.Three-strut modelfor concrete masonry infilled steel frames[J].Journal ofStructural Engineering,2003,129(2):177-185.
[30]THIRUVENGADAM V.On the natural frequencies of infilledframes[J].Earthquake Engineering and Structural Dynamics,1985,13(3):401-419.
[31]MEHRABI A B,SHING P B.Finite element modeling ofmasonry-infilled RC frames[J].Journal of structuralengineering,1997,123(5):604-613.
[32]GHOSH A K,MADE A M.Finite element analysis of infilledframes[J].Journal of Structural Engineering,2002,128(7):881-889.
[33]王亚勇.汶川地震建筑震害启示—抗震概念设计[J].建筑结构学报,2008,29(4):20-25.
[34]张敏政.从汶川地震看抗震设防和抗震设计[J].土木工程学报,2009,42(5):21-24.
[35]王翠坤,杨沈.汶川地震对建筑结构设计的启示[J].震灾防御技术,2008,3(3):230-236.
[36]苑振芳,苑磊,刘斌.与框架柱脱开的砌体填充墙设计应用探讨[J].建筑结构,2010,40(5):112-116.
[37]金伟良,岳增国,高连玉.《砌体结构设计规范》的回顾与进展[J].建筑结构学报,2010,31(6):22-28.
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