高强高性能混凝土剪力墙的研究现状及展望
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摘要
对国内外高强高性能混凝土剪力墙的研究现状进行了综述与分析,内容涉及高强高性能混凝土剪力墙的抗震性能试验、有限元分析理论、抗震设计方法和抗火研究等方面。重点阐述了轴压比、剪跨比、配筋率、混凝土强度等级等因素对高强高性能混凝土剪力墙力学性能的影响;同时,结合高强高性能混凝土剪力墙在实际工程中的应用情况,提出了一些亟待解决的问题。
The state-of-the-art of high strength and high performance concrete shear walls is summarized in this paper.Details related to experimental study,theoretical analysis,seismic design,and fire resistant characteristics of the comcrete shear walls and so forth are involved.More attentions are paid to the influence of some key parameters on seismic performance.Key parameters discussed include ratio of axial compression,ratio of shear to span,rein forcement ratio,and concrete grades and so on.Besides,some applications of the high strength and high performance concrete shear walls are introduced.Technical problems and recommendations for further research are given.
The state-of-the-art of high strength and high performance concrete shear walls is summarized in this paper.Details related to experimental study,theoretical analysis,seismic design,and fire resistant characteristics of the comcrete shear walls and so forth are involved.More attentions are paid to the influence of some key parameters on seismic performance.Key parameters discussed include ratio of axial compression,ratio of shear to span,rein forcement ratio,and concrete grades and so on.Besides,some applications of the high strength and high performance concrete shear walls are introduced.Technical problems and recommendations for further research are given.
引文
[1]李宏男,李兵.钢筋混凝土剪力墙抗震恢复力模型及试验研究[J].建筑结构学报,2004,25(5):35-42.
[2]夏晓东.钢筋混凝土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].东南大学,1989:6-91.
[3]蒋欢军,吕西林.新型耗能剪力墙模型低周反复荷载试验研究[J].世界地震工程,2000,16(3):63-67.
[4]曹万林,刘春燕,张建伟,等.暗支撑倾角对带暗支撑剪力墙抗震性能的影响[J].世界地震工程,2000,16(3):66-70.
[5]曹万林,张建伟,等.钢筋混凝土有边框带双层暗支撑剪力墙抗震性能试验研究[J].世界地震工程,2000,16(4):82-86.
[6]董宏英,曹万林,霍达,等.钢筋混凝土带暗支撑低矮剪力墙非线性有限元分析[J].地震工程与工程振动,2002,22(5):66-70.
[7]Iliya R,Bertero V.Effects of amount and arrangement of wall-panel reinforcement on hysteretic behavior of reinforced concrete walls,ReportUCB/EERC-80/04[R].Berkeley(CA):Earthquake Engineering Research Center,University of Califoria:1980.
[8]Sozen MA.Behaviour of Ten-story RC Walls Subjected to Earthquake Motion[J].Engineering Structures,2002,24(1):39-49.
[9]Driver R G,Kulak G L,et a.Cyclic test of four-story steel plate shear wall[J].Journal of Structural Engineering,1998,124(2):112-120.
[10]Matsumoto T,Nishihara H.Structural performance of SRC multi-story shear walls with infilled precast concrete panels[J].Transactions of theJapan Concrete Institute,1998,20(1):187-194.
[11]Yamada M.Steel panel encased R C composite shear walls[C]∥Composite Construction in Steel and Concrete II,1992:899-912.
[12]Hossain,K MA.Design aspects of double skin profiled composite framed shear walls in construction and service stages[J].ACI Structural Jour-nal,2004,101(1):94-102.
[13]吕文,钱稼茹,方鄂华.钢筋混凝土剪力墙延性的试验和计算[J].清华大学学报(自然科学版),1999,39(4):88-91.
[14]田士峰.高强混凝土剪力墙抗震试验及非线性分析[D].西安:西安建筑科技大学,2004.
[15]黄斯林.高强混凝土剪力墙基本性能计算机仿真分析[D].西安:西安建筑科技大学,2005.
[16]黄斯林,梁兴文,杨克家.高强混凝土剪力墙非线性有限元分析[J].工业建筑,2007,37(3):38-41.71.
[17]Esaki F.Reinforcing effect of square steel tube on ductility of R/C framed shear wall whose predominant action is flexure[J].Transactions of theJapan Concrete Institute,1994,16(1):333-340.
[18]Makoto M.Structural capacities of H-shaped RC core wall subjected to lateral load and torsion[C]∥12th WCEE,2000:1028.
[19]张展,周克荣.变高宽比高性能混凝土剪力墙抗震性能的试验研究[J].结构工程师,2004,(2):62-68.
[20]邓明科,梁兴文,刘清山.横向约束钢筋新配筋方案高性能混凝土剪力墙抗震性能的试验研究[J].西安建筑科技大学学报,2006,38(4):538-543.
[21]Oh Y H,Han S W,Lee L H.Effect of boundary element details on the seismic Deformation capacity of structural walls[J].Earthquake Engi-neering and Structural Dynamics,2002,31(8):1583-1602.
[22]左晓宝.改善高强混凝土剪力墙抗震性能的试验研究和分析研究[D].天津:天津大学,1998.
[23]左晓宝,戴自强,李砚波.改善高强混凝土剪力墙抗震性能的试验研究[J].工业建筑,2001,31(6):37-39.
[24]孙香花,左晓宝.低周反复荷载作用下带竖缝高强混凝土剪力墙承载力研究[J].工业建筑,2006,36(7):53-56.
[25]李奎明,孙春毅,李杰.高性能混凝土双连梁短肢剪力墙试验研究[J].地震工程与工程振动,2006,26(3):121-123.
[26]邓明科.高性能混凝土剪力墙基于性能的抗震设计理论与试验研究[D].西安:西安建筑科技大学,2006.
[27]杜文东.高性能混凝土剪力墙结构基于位移的抗震设计[D].西安:西安建筑科技大学,2006.
[28]杜文东.高性能混凝土剪力墙结构基于位移的抗震设计试验研究[J].科技情报开发与经济.2007,17(20):161-162.
[29]Crozier A,Sanjayan G.Tests of load 2bearing slender reinforced concrete walls in fire[J].ACI Structural Journal,2000,97(2):243-251.
[30]肖建庄,李杰,吴树勋,等.矿渣高性能混凝土剪力墙火灾反应试验研究[J].同济大学学报,2003,31(7):783-787.
[31]肖建庄,李杰,姜峰,等.矿渣高性能混凝土剪力墙高温后抗震性能试验研究[J].建筑结构学报,2003,24(3):29-35.
[32]肖建庄,李杰,孙振平.高性能混凝土结构抗火研究最新进展[J].工业建筑,2001,31(6):53-56.
[33]万奎元.高强混凝土高层筒体结构剪力墙温度应力分析与裂缝控制[D].西安:西安建筑科技大学,2002.
[34]Domone P L J,Soutsos MN.An approach to the proportioning of high-strength concrete mixes[J].Concrete international,1994,15(10):26-31.
[35]Mehta P K.Building durable structures in the 21st century[J].Concrete international.2001,23(3):17-19.
[36]Shannag MJ.High strength concrete containing natural poaolan and silica fume[J].Cement and Concrete Composites,2000,22(6):399-406.
[37]ACI-ASCE Committee 441.High-strength concrete columns:state of the art[J].ACI Structural Journal,1997,94(3):323-335.
[38]陈肇元,朱金栓,吴佩刚.高强混凝土及其应用[M].北京:清华大学出版社,1992.
[2]夏晓东.钢筋混凝土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].东南大学,1989:6-91.
[3]蒋欢军,吕西林.新型耗能剪力墙模型低周反复荷载试验研究[J].世界地震工程,2000,16(3):63-67.
[4]曹万林,刘春燕,张建伟,等.暗支撑倾角对带暗支撑剪力墙抗震性能的影响[J].世界地震工程,2000,16(3):66-70.
[5]曹万林,张建伟,等.钢筋混凝土有边框带双层暗支撑剪力墙抗震性能试验研究[J].世界地震工程,2000,16(4):82-86.
[6]董宏英,曹万林,霍达,等.钢筋混凝土带暗支撑低矮剪力墙非线性有限元分析[J].地震工程与工程振动,2002,22(5):66-70.
[7]Iliya R,Bertero V.Effects of amount and arrangement of wall-panel reinforcement on hysteretic behavior of reinforced concrete walls,ReportUCB/EERC-80/04[R].Berkeley(CA):Earthquake Engineering Research Center,University of Califoria:1980.
[8]Sozen MA.Behaviour of Ten-story RC Walls Subjected to Earthquake Motion[J].Engineering Structures,2002,24(1):39-49.
[9]Driver R G,Kulak G L,et a.Cyclic test of four-story steel plate shear wall[J].Journal of Structural Engineering,1998,124(2):112-120.
[10]Matsumoto T,Nishihara H.Structural performance of SRC multi-story shear walls with infilled precast concrete panels[J].Transactions of theJapan Concrete Institute,1998,20(1):187-194.
[11]Yamada M.Steel panel encased R C composite shear walls[C]∥Composite Construction in Steel and Concrete II,1992:899-912.
[12]Hossain,K MA.Design aspects of double skin profiled composite framed shear walls in construction and service stages[J].ACI Structural Jour-nal,2004,101(1):94-102.
[13]吕文,钱稼茹,方鄂华.钢筋混凝土剪力墙延性的试验和计算[J].清华大学学报(自然科学版),1999,39(4):88-91.
[14]田士峰.高强混凝土剪力墙抗震试验及非线性分析[D].西安:西安建筑科技大学,2004.
[15]黄斯林.高强混凝土剪力墙基本性能计算机仿真分析[D].西安:西安建筑科技大学,2005.
[16]黄斯林,梁兴文,杨克家.高强混凝土剪力墙非线性有限元分析[J].工业建筑,2007,37(3):38-41.71.
[17]Esaki F.Reinforcing effect of square steel tube on ductility of R/C framed shear wall whose predominant action is flexure[J].Transactions of theJapan Concrete Institute,1994,16(1):333-340.
[18]Makoto M.Structural capacities of H-shaped RC core wall subjected to lateral load and torsion[C]∥12th WCEE,2000:1028.
[19]张展,周克荣.变高宽比高性能混凝土剪力墙抗震性能的试验研究[J].结构工程师,2004,(2):62-68.
[20]邓明科,梁兴文,刘清山.横向约束钢筋新配筋方案高性能混凝土剪力墙抗震性能的试验研究[J].西安建筑科技大学学报,2006,38(4):538-543.
[21]Oh Y H,Han S W,Lee L H.Effect of boundary element details on the seismic Deformation capacity of structural walls[J].Earthquake Engi-neering and Structural Dynamics,2002,31(8):1583-1602.
[22]左晓宝.改善高强混凝土剪力墙抗震性能的试验研究和分析研究[D].天津:天津大学,1998.
[23]左晓宝,戴自强,李砚波.改善高强混凝土剪力墙抗震性能的试验研究[J].工业建筑,2001,31(6):37-39.
[24]孙香花,左晓宝.低周反复荷载作用下带竖缝高强混凝土剪力墙承载力研究[J].工业建筑,2006,36(7):53-56.
[25]李奎明,孙春毅,李杰.高性能混凝土双连梁短肢剪力墙试验研究[J].地震工程与工程振动,2006,26(3):121-123.
[26]邓明科.高性能混凝土剪力墙基于性能的抗震设计理论与试验研究[D].西安:西安建筑科技大学,2006.
[27]杜文东.高性能混凝土剪力墙结构基于位移的抗震设计[D].西安:西安建筑科技大学,2006.
[28]杜文东.高性能混凝土剪力墙结构基于位移的抗震设计试验研究[J].科技情报开发与经济.2007,17(20):161-162.
[29]Crozier A,Sanjayan G.Tests of load 2bearing slender reinforced concrete walls in fire[J].ACI Structural Journal,2000,97(2):243-251.
[30]肖建庄,李杰,吴树勋,等.矿渣高性能混凝土剪力墙火灾反应试验研究[J].同济大学学报,2003,31(7):783-787.
[31]肖建庄,李杰,姜峰,等.矿渣高性能混凝土剪力墙高温后抗震性能试验研究[J].建筑结构学报,2003,24(3):29-35.
[32]肖建庄,李杰,孙振平.高性能混凝土结构抗火研究最新进展[J].工业建筑,2001,31(6):53-56.
[33]万奎元.高强混凝土高层筒体结构剪力墙温度应力分析与裂缝控制[D].西安:西安建筑科技大学,2002.
[34]Domone P L J,Soutsos MN.An approach to the proportioning of high-strength concrete mixes[J].Concrete international,1994,15(10):26-31.
[35]Mehta P K.Building durable structures in the 21st century[J].Concrete international.2001,23(3):17-19.
[36]Shannag MJ.High strength concrete containing natural poaolan and silica fume[J].Cement and Concrete Composites,2000,22(6):399-406.
[37]ACI-ASCE Committee 441.High-strength concrete columns:state of the art[J].ACI Structural Journal,1997,94(3):323-335.
[38]陈肇元,朱金栓,吴佩刚.高强混凝土及其应用[M].北京:清华大学出版社,1992.
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