耗能剪力墙结构体系研究进展
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摘要
普通钢筋混凝土剪力墙结构在地震作用下延性较差,裂缝开展及破坏部位集中,其抗震性能不甚理想。基于结构被动控制的概念提出的耗能剪力墙结构体系具有较好的延性和耗能能力,可较为显著地改善剪力墙结构在地震作用下的性能,国内外诸多学者均对其进行了研究。简述了耗能剪力墙的减震机理,介绍了几类有代表性的耗能剪力墙结构体系,包括带缝剪力墙、耗能连梁剪力墙、组合填充耗能剪力墙及摇摆耗能剪力墙等,概述了其构造、试验研究及计算分析概况,并指出了耗能剪力墙体系研究和应用中的不足之处。
The seismic behavior of shear wall structures is not very good due to poor ductility and concentration of crack spreading and even failure.Based on the concept of passive structural control,a variety of seismic energy-dissipation shear wall systems with good ductility and energy dissipation ability have been proposed and studied at home and abroad to make improvement to the behavior of shear wall structures under earthquakes.The damping mechanism of energy-dissipation shear wall systems is outlined.Several typical shear wall systems utilizing proposed mechanism,including slit shear walls,coupled shear walls with damping beams,hybrid infilled walls,rocking walls et al,are introduced in constructional details,experimental studies,and analyses of the systems.The limitions in previous researches and applications are also included in this paper.
The seismic behavior of shear wall structures is not very good due to poor ductility and concentration of crack spreading and even failure.Based on the concept of passive structural control,a variety of seismic energy-dissipation shear wall systems with good ductility and energy dissipation ability have been proposed and studied at home and abroad to make improvement to the behavior of shear wall structures under earthquakes.The damping mechanism of energy-dissipation shear wall systems is outlined.Several typical shear wall systems utilizing proposed mechanism,including slit shear walls,coupled shear walls with damping beams,hybrid infilled walls,rocking walls et al,are introduced in constructional details,experimental studies,and analyses of the systems.The limitions in previous researches and applications are also included in this paper.
引文
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[2]廉晓飞,邹超英,蔡益燕.高层建筑钢结构中带竖缝混凝土剪力墙板工作性能和设计方法建议[J].建筑结构,2000(2):3-7.Lian X F,Zou C Y,Cai Y Y.Performance of RCShear Wall Panels with Vertical Slits Used in TallSteel Buildings and a Proposed Design Method[J].Building Structure,2000(2):3-7.(in Chinese)
[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.Ye L P,Kang S,Zeng Y.Analysis of Elastic Behaviorsfor Dual Function Slit Shear Wall[J].Journal ofTsinghua University,1999,39(12):79-81.(inChinese)
[4]王新杰,曹万林,张建伟,等.改善钢筋混凝土低矮剪力墙抗震性能的研究[J].世界地震工程,2007,23(1):61-66.Wang X J,Cao W L,Zhang J W,et al.Research onImprovement of Seismic Performance of Low-Rise RCShear Wall[J].World Earthquake Engineering,2007,23(1):61-66.(in Chinese)
[5]李惠,徐强,吴波.钢管混凝土耗能低剪力墙[J].哈尔滨建筑大学学报,2000,33(2):18-23.Li H,Xu Q,Wu B.Energy dissipated low-riseconcrete shear wall with tube filled with concrete[J].Journal of Harbin University of Civil Engineering andArchitecture,2000,33(2):18-23.(in Chinese)
[6]Kwan A K H,Dai H,Cheung Y K.Non-LinearSeismic Response of Reinforced Concrete Slit ShearWalls[J].Journal of Sound and Vibration,1999,226(4):701-718.
[7]吕西林,孟良.一种新型抗震耗能剪力墙结构———结构的抗震性能研究[J].世界地震工程,1995(2):22-26.Lu X L,Meng L.Seismic Behavior of A New HighRise Shear Wall with Seismic Energy DissipationMechanism[J].World Information on EarthquakeEngineering,1995(2):22-26.(in Chinese)
[8]Smith R J,Willford M R.The Damped OutriggerConcept for Tall Buildings[J].Structural Design ofTall and Special Buildings.Structural Design of Talland Special Buildings,2007,16(4):501-517.
[9]李爱群,丁大钧,曹征良.带摩阻控制装置双肢剪力墙模型的振动台试验研究[J].工程力学,1995,12(3):70-76.Li A Q,Ding D J,Cao Z L.Experimental Study onShaking Table Model of Coupled Shear Wall withFriction Damp Control Devices[J].EngineeringMechanics,1995,12(3):70-76.(in Chinese)
[10]滕军,马伯涛,周正根,等.提高连肢墙抗震性能的连梁耗能构件关键技术[J].工程抗震与加固改造,2007,29(5):1-6.Teng J,Ma B T,Zhou Z G,et al.Key Technique ofEnergy Dissipating Damper on Coupling Beam toImprove Seismic-Resistance Performance of CouplingShear Wall Structures[J].Earthquake ResistantEngineering and Retrofitting,2007,29(5):1-6.(inChinese)
[11]Chao P.Study on Seismic Performance of CoupledShear Walls with Vertical Dampers[J].AdvancedMaterials Research,2010,163-167:4185-4193.
[12]邓志恒,潘峰,陶晓光,等.新型组合连梁控制结构体系[J].世界地震工程,2003,19(3):6-11.Deng Z H,Pan F,Tao X G,et al.New structuralcontrol system of composite coupling beams[J].World Information on Earthquake Engineering,2003,19(3):6-11.(in Chinese)
[13]Maruta M,Kanda T,Nagai S,et al.NewHigh-Rise RCStructure Using Pre-Cast ECC Coupling Beam[J].Concrete Journal,2005,43(11):18-26.
[14]傅秀岱,马峰,杨永哲.新型钢筋混凝土复合剪力墙抗震性能试验研究[J].天津大学学报,2000,33(3):336-340.Fu X D,Ma F,Yang Y Z.Experimental Study of LatticeComposing Shear Walls on Seismic Performance[J].Journal of Tianjin University,2000,33(3):336-340.(inChinese)
[15]Xia Z M,Naaman A E.Behavior and Modeling ofInfill Fiber-Reinforced Concrete Damper Element forSteel-Concrete Shear Wall[J].ACI StructuralJournal,2002,99:727-739.
[16]Zhao Q,Astaneh-Asl A.Cyclic Behavior of Traditionaland Innovative Composite Shear Walls[J].Journal ofStructural Engineering,2004,130:271-284.
[17]郭彦林,董全利,周明.防屈曲钢板剪力墙滞回性能理论与试验研究[J].建筑结构学报,2009,30(1):31-39,47.Guo Y L,Dong Q L,Zhou M.Tests and analysis onhysteretic behavior of buckling-restrained steel plateshear wall[J].Journal of Building Structures,2009,30(1):31-39,47.(in Chinese)
[18]丁玉坤,张耀春.无黏结内藏钢板支撑剪力墙滞回性能分析[J].哈尔滨工业大学学报,2008,40(4):521-527.Ding Y K,Zhang Y C.Numerical analysis onhysteretic behavior of unbonded steel plate braceencased in reinforced concrete panel[J].Journal ofHarbin Institute of Technology,2008,40(4):521-527.(in Chinese)
[19]蔡克铨,林盈成,林志翰.钢板剪力墙抗震行为与设计[J].建筑钢结构进展,2007,9(5):19-25.Tsai Keh-Chyuan,Lin Yin-Cheng,Lin Chih-Han.Seismic Responses and Design of Steel Plate ShearWall[J].Progress in Steel Building Structures,2007,9(5):19-25.(in Chinese)
[20]陆烨,李国强,孙飞飞.大高宽比屈曲约束组合钢板剪力墙的试验研究[J].建筑钢结构进展,2009,11(2):18-27.Lu Y,Li G Q,Sun F F.Experimental Study on Buckling-Restrained Composite Steel Plate Shear Wall with LargeAspect Ratio[J].Progress in Steel Building Structures,2009,11(2):18-27.(in Chinese)
[21]Hitaka T,Matsui C.Experimental Study on SteelShear Wall with Slits[J].Journal of StructuralEngineering,2003,129:586-595.
[22]蒋路,陈以一,汪文辉,等.足尺带缝钢板剪力墙低周往复加载试验研究Ⅰ[J].建筑结构学报,2009(5):57-64.Jiang L,Chen Y Y,Wang W H.Experimental study onfull scale steel plate shear wall with slits under low-frequency cyclic loads:PartⅠ[J].Journal ofBuilding Structures,2009(5):57-64.(in Chinese)
[23]Ajrab J J,Pekcan G,Mander J B.Rocking Wall-Frame Structures with Supplemental Tendon Systems[J].Journal of Structural Engineering,2004,130:895-903.
[24]Wada A,Qu Z,Ito H,et al.Seismic Retrofit UsingRocking Walls and Steel Dampers[C]∥Proceedingsof the 2009 ATC&SEI Conference on Improving theSeismic Performance of Existing Buildings and OtherStructures.San Francisco,California:ASCE,2009.
[2]廉晓飞,邹超英,蔡益燕.高层建筑钢结构中带竖缝混凝土剪力墙板工作性能和设计方法建议[J].建筑结构,2000(2):3-7.Lian X F,Zou C Y,Cai Y Y.Performance of RCShear Wall Panels with Vertical Slits Used in TallSteel Buildings and a Proposed Design Method[J].Building Structure,2000(2):3-7.(in Chinese)
[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.Ye L P,Kang S,Zeng Y.Analysis of Elastic Behaviorsfor Dual Function Slit Shear Wall[J].Journal ofTsinghua University,1999,39(12):79-81.(inChinese)
[4]王新杰,曹万林,张建伟,等.改善钢筋混凝土低矮剪力墙抗震性能的研究[J].世界地震工程,2007,23(1):61-66.Wang X J,Cao W L,Zhang J W,et al.Research onImprovement of Seismic Performance of Low-Rise RCShear Wall[J].World Earthquake Engineering,2007,23(1):61-66.(in Chinese)
[5]李惠,徐强,吴波.钢管混凝土耗能低剪力墙[J].哈尔滨建筑大学学报,2000,33(2):18-23.Li H,Xu Q,Wu B.Energy dissipated low-riseconcrete shear wall with tube filled with concrete[J].Journal of Harbin University of Civil Engineering andArchitecture,2000,33(2):18-23.(in Chinese)
[6]Kwan A K H,Dai H,Cheung Y K.Non-LinearSeismic Response of Reinforced Concrete Slit ShearWalls[J].Journal of Sound and Vibration,1999,226(4):701-718.
[7]吕西林,孟良.一种新型抗震耗能剪力墙结构———结构的抗震性能研究[J].世界地震工程,1995(2):22-26.Lu X L,Meng L.Seismic Behavior of A New HighRise Shear Wall with Seismic Energy DissipationMechanism[J].World Information on EarthquakeEngineering,1995(2):22-26.(in Chinese)
[8]Smith R J,Willford M R.The Damped OutriggerConcept for Tall Buildings[J].Structural Design ofTall and Special Buildings.Structural Design of Talland Special Buildings,2007,16(4):501-517.
[9]李爱群,丁大钧,曹征良.带摩阻控制装置双肢剪力墙模型的振动台试验研究[J].工程力学,1995,12(3):70-76.Li A Q,Ding D J,Cao Z L.Experimental Study onShaking Table Model of Coupled Shear Wall withFriction Damp Control Devices[J].EngineeringMechanics,1995,12(3):70-76.(in Chinese)
[10]滕军,马伯涛,周正根,等.提高连肢墙抗震性能的连梁耗能构件关键技术[J].工程抗震与加固改造,2007,29(5):1-6.Teng J,Ma B T,Zhou Z G,et al.Key Technique ofEnergy Dissipating Damper on Coupling Beam toImprove Seismic-Resistance Performance of CouplingShear Wall Structures[J].Earthquake ResistantEngineering and Retrofitting,2007,29(5):1-6.(inChinese)
[11]Chao P.Study on Seismic Performance of CoupledShear Walls with Vertical Dampers[J].AdvancedMaterials Research,2010,163-167:4185-4193.
[12]邓志恒,潘峰,陶晓光,等.新型组合连梁控制结构体系[J].世界地震工程,2003,19(3):6-11.Deng Z H,Pan F,Tao X G,et al.New structuralcontrol system of composite coupling beams[J].World Information on Earthquake Engineering,2003,19(3):6-11.(in Chinese)
[13]Maruta M,Kanda T,Nagai S,et al.NewHigh-Rise RCStructure Using Pre-Cast ECC Coupling Beam[J].Concrete Journal,2005,43(11):18-26.
[14]傅秀岱,马峰,杨永哲.新型钢筋混凝土复合剪力墙抗震性能试验研究[J].天津大学学报,2000,33(3):336-340.Fu X D,Ma F,Yang Y Z.Experimental Study of LatticeComposing Shear Walls on Seismic Performance[J].Journal of Tianjin University,2000,33(3):336-340.(inChinese)
[15]Xia Z M,Naaman A E.Behavior and Modeling ofInfill Fiber-Reinforced Concrete Damper Element forSteel-Concrete Shear Wall[J].ACI StructuralJournal,2002,99:727-739.
[16]Zhao Q,Astaneh-Asl A.Cyclic Behavior of Traditionaland Innovative Composite Shear Walls[J].Journal ofStructural Engineering,2004,130:271-284.
[17]郭彦林,董全利,周明.防屈曲钢板剪力墙滞回性能理论与试验研究[J].建筑结构学报,2009,30(1):31-39,47.Guo Y L,Dong Q L,Zhou M.Tests and analysis onhysteretic behavior of buckling-restrained steel plateshear wall[J].Journal of Building Structures,2009,30(1):31-39,47.(in Chinese)
[18]丁玉坤,张耀春.无黏结内藏钢板支撑剪力墙滞回性能分析[J].哈尔滨工业大学学报,2008,40(4):521-527.Ding Y K,Zhang Y C.Numerical analysis onhysteretic behavior of unbonded steel plate braceencased in reinforced concrete panel[J].Journal ofHarbin Institute of Technology,2008,40(4):521-527.(in Chinese)
[19]蔡克铨,林盈成,林志翰.钢板剪力墙抗震行为与设计[J].建筑钢结构进展,2007,9(5):19-25.Tsai Keh-Chyuan,Lin Yin-Cheng,Lin Chih-Han.Seismic Responses and Design of Steel Plate ShearWall[J].Progress in Steel Building Structures,2007,9(5):19-25.(in Chinese)
[20]陆烨,李国强,孙飞飞.大高宽比屈曲约束组合钢板剪力墙的试验研究[J].建筑钢结构进展,2009,11(2):18-27.Lu Y,Li G Q,Sun F F.Experimental Study on Buckling-Restrained Composite Steel Plate Shear Wall with LargeAspect Ratio[J].Progress in Steel Building Structures,2009,11(2):18-27.(in Chinese)
[21]Hitaka T,Matsui C.Experimental Study on SteelShear Wall with Slits[J].Journal of StructuralEngineering,2003,129:586-595.
[22]蒋路,陈以一,汪文辉,等.足尺带缝钢板剪力墙低周往复加载试验研究Ⅰ[J].建筑结构学报,2009(5):57-64.Jiang L,Chen Y Y,Wang W H.Experimental study onfull scale steel plate shear wall with slits under low-frequency cyclic loads:PartⅠ[J].Journal ofBuilding Structures,2009(5):57-64.(in Chinese)
[23]Ajrab J J,Pekcan G,Mander J B.Rocking Wall-Frame Structures with Supplemental Tendon Systems[J].Journal of Structural Engineering,2004,130:895-903.
[24]Wada A,Qu Z,Ito H,et al.Seismic Retrofit UsingRocking Walls and Steel Dampers[C]∥Proceedingsof the 2009 ATC&SEI Conference on Improving theSeismic Performance of Existing Buildings and OtherStructures.San Francisco,California:ASCE,2009.
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