预制混凝土剪力墙结构抗震性能研究进展
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摘要
震害调查表明预制混凝土结构尤其是预制剪力墙结构体系在地震中具有良好的抗震性能,但由于限制其应用推广诸多因素的存在,使得该结构体系不能适应建筑工业化的发展需求。总结了预制混凝土剪力墙结构体系的发展历程及其抗震性能的研究进展状况,从预制混凝土结构的特点出发,分析了阻碍该结构体系应用推广的影响因素,指出今后研究工作的重点及努力的方向。
Seismic damage investigations of precast concrete structures indicated that precast concrete structures possessed desirable seismic performances when subjected to strong earthquakes,especially as true for precast concrete shear wall systems.However,applications of such system cannot meet the needs of industrialized buildings due to many influencing factors.Development of precast concrete shear wall systems and researches on them are summarized and influencing factors of restraining the application of such system are presented based on the features of such system and further researches as well as solutions are pointed out so as to widen the application of precast shear wall systems.
Seismic damage investigations of precast concrete structures indicated that precast concrete structures possessed desirable seismic performances when subjected to strong earthquakes,especially as true for precast concrete shear wall systems.However,applications of such system cannot meet the needs of industrialized buildings due to many influencing factors.Development of precast concrete shear wall systems and researches on them are summarized and influencing factors of restraining the application of such system are presented based on the features of such system and further researches as well as solutions are pointed out so as to widen the application of precast shear wall systems.
引文
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[8]Foerster HR,Rizkalla S H,Heuvel J S.Behavior andDesign of Shear Connections for Loadbearing WallPanels[J].PCI Journal,1989:102-119.
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[17]Crisafulli F J,Restrepo J I.Ductile steel connectionsfor seismic resistant precast buildings[J].Journal ofEarthquake Engineering,2003,7(4):541-553.
[18]宋国华,柳炳康,王东炜.反复荷载作用下PBPS竖缝抗震性能试验及理论研究[J].建筑结构学报,2003,45(6):18-24.Song G H,Liu B K,Wang D W.Experimental andtheoretical study on seismic behavior of verticalconnection in PBPS under repeated loading[J].Journal of Building Structures,2003,45(6):18-24.(in Chinese)
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[23]Kurama Y C.Seismic Design of Unbonded Post-Tensioned Precast Concrete Walls with SupplementalViscous Damping[J].ACI Structural Journal,2000:648-658.
[24]Henry R S,Aaleti S,Sritharan S,et al.Concept andfinite element modeling of new steel shear connectorsfor self-centering wall systems[J].Journal ofEngineering Mechanics,2010,136(2):220-229.
[25]Holden T,Restrepo J,Mander J B.SeismicPerformance of Precast Reinforced and PrestressedConcrete Walls[J].Journal of Structrual Engineering,2003:286-296.
[26]Marriott D J,Pampanin S,Palermo A,et al.Shake-table testing of hybrid post-tensioned precast wallsystems with alternative dissipating solutions[C].The14thWorld Conference on Earthquake Engineering,October 12-17,2008,Beijing,China:1-8.
[27]蔡小宁,孟少平,等.无粘结预应力混合装配式联肢墙抗震性能分析[J].建筑结构,2010,40(2):25-27.Cai X N,Meng S P,et al.Study on seismic behavior ofunbonded posted-tensioned hybrid precast coupledwall[J].Buliding Structure,2010,40(2):25-27.(inChinese)
[28]Erkmen B,Schultz A E.Self-centering behaviour ofunbounded,post-tensioned precast concrete shearwalls[J].Journal of Earthquake Engineering,2009,13:1047-1064.
[29]Lu X L,Wang D,Cheng M.Discussion on“Self-Centering Behavior of Unbonded,Post-tensionedPrecast Concrete Shear Walls”[J].Journal ofEarthquake Engineering,2010,14(4):626-627.
[30]Yahya Kurama,Stephen Pessiki,Richard Sause.Seismic behavior and design of unbounded post-tensioned precast concrete walls[J].PCI Journal,1999:72-89.
[31]Kurama Y C.Seismic Design of Partially Post-Tensioned Precast Concrete Walls[J].PCI Journal,2005:100-125.
[32]JosI Restrepo,Amar Rahman.Seismic Performanceof Self-Centering Structural Walls IncorporatingEnergy Dissipators[J].Journal of StructuralEngineering,2007:1560-1570.
[33]Sriram Aaleti,Sri Sritharan.A simplified analysismethod for characterizing unbounded post-tensionedprecast wall systems[J].Engineering Structures,2009,31:2966-2975.
[34]Choung-Yeol Seo,Richard Sause.Ductility Demandson Self-Centering Systems under Earthquake Loading[J].ACI Structural Journal,2005:275-285.
[35]潘陵娣,鲁亮,梁琳,等.预制叠合墙抗剪承载力试验分析研究[C].第18届全国结构工程学术会议论文集Ⅱ,2008:116-121.Pan L D,Lu L,Liang L,et al.Experimental analysisof shear strength of Prefabrication composite wall[C].Proceedings of the Eighteenth National Conference onStructural Engineering,Ⅱ,2008:116-121.(inChinese)
[36]连星,叶献国,张丽军,等.叠合板式剪力墙的有限元分析[J].合肥工业大学学报(自然科学版),2009,32(7):1065-1068.Lian X,Ye X G,Zhang L J,et al.Finite elementanalysis of the superimposed slab shear walls[J].Journal of Hefei University of Technology(NaturalScience),2009,32(7):1065-1068.(in Chinese)
[37]连星,叶献国,王德才,等.叠合板式剪力墙的抗震性能试验分析[J].合肥工业大学学报(自然科学版),2009,32(8):1219-1223.Lian X,Ye X G,Wang D C,et al.Experimentalanalysis of seismic behavior of superimposed slabshear walls[J].Journal of Hefei University ofTechnology(Natural Science),2009,32(8):1219-1223.(in Chinese)
[38]张微敬,孟涛,钱稼茹.预制圆孔板剪力墙非线性有限元分析[J].建筑结构,2010,40(1):15-18.Zhang W J,Meng T,Qian J R.Nonlinear finite elementanalysis of prefabricated hollow-core reinforced concreteshear walls[J].Building Structure,2010,40(1):15-18.(in Chinese)
[39]Priestley M J N,Tao J R.Seismic response of precastprestressed concrete frames with partially debondedtendons[J].PCI Journal,1993,38(1):58-69.
[2]Clough R W,Malhas F,Oliva M G.Seismic Behaviorof Large Panel Precast Concrete Walls:Analysis andExperiment[J].PCI Journal,1989:42-66.
[3]Fintel M.Performance of Buildings with Shear Wallsin Earthquakes of the Last Thirty Years[J].PCIJournal,1995,40(3):62-80.
[4]Fintel M.Performance of Precast and PrestressedConcrete in Mexico Earthquake[J].PCI Journal,1986,31(1):18-42.
[5]Iverson J K,Hawkins N M.Performance of Precast/Prestressed Concrete Building Structures DuringNorthridge Earthquake[J].PCI Journal,1994,39(2):38-55.
[6]Ghosh S K.Observations on the Performance ofStructures in the Kobe Earthquake of January 17,1995[J].PCI Journal,1995,40(2):14-22.
[7]Harry G.Harris Srikanth Iyengar Full-Scale Tests onHorizontal Joints of Large Panel Precast ConcreteBuildings[J].PCI Journal,1980:72-92.
[8]Foerster HR,Rizkalla S H,Heuvel J S.Behavior andDesign of Shear Connections for Loadbearing WallPanels[J].PCI Journal,1989:102-119.
[9]Rizkalla S H,Serrette R L,Heuvel J S,et al.MultipleShear Key Connections for Precast Shear Wall Panels[J].PCI Journal,1989:104-120.
[10]Soudki K A,West J S,Rizkalla S H,et al.Horizontalconnections for precast concrete shear wall panelsunder cyclic shear loading[J].PCI Journal,1996:64-80.
[11]Hutchinson R L,Rizkalla S H,Lau M.Horizontalpost-tensioned connections for precast concreteloadingbearing shear wall panels[J].PCI Journal,1991:64-76.
[12]万墨林,曾兵.大板结构接缝的强度和刚度[J].建筑结构学报,1986(4):54-69.Wan M L,Zeng B.Strength and Rigidity of Joints inLarge Panel Buildings[J].Journal of BuildingStructures,1986(4):54-69.(in Chinese)
[13]Chakrabarti S C,Nayak G C,Paul D K.Shearcharacteristics of cast-in-place vertical joints in story-high precast wall assembly[J].ACI StructuralJournal,1988:30-45.
[14]Andrzej Cholewicki.Loading capacity and deformabilityof vertical joints in structural walls of large panelbuildings[J].Building Science,1971(6):163-184.
[15]Pekau O A,Hum D.Seismic response of frictionjointed precast panel shear walls[J].PCI Journal,1991:56-71.
[16]Hashim M S Abdul-Wahab.Strength of vertical jointswith steel fiber reinforced concrete in large panelstructures[J].ACI Structural Journal,1992,89(4):367-374.
[17]Crisafulli F J,Restrepo J I.Ductile steel connectionsfor seismic resistant precast buildings[J].Journal ofEarthquake Engineering,2003,7(4):541-553.
[18]宋国华,柳炳康,王东炜.反复荷载作用下PBPS竖缝抗震性能试验及理论研究[J].建筑结构学报,2003,45(6):18-24.Song G H,Liu B K,Wang D W.Experimental andtheoretical study on seismic behavior of verticalconnection in PBPS under repeated loading[J].Journal of Building Structures,2003,45(6):18-24.(in Chinese)
[19]宋国华,王东炜,滕海文,等.装配式钢筋混凝土结构竖缝抗剪承载力研究及国内外规范的比较[J].世界地震工程,2005,21(2):125-128.Song G H,Wang D W,Teng HW,et al.Study on shearresistance of a vertical connection in PRC structures andcomparison among building codes of different countries[J].World Earthquake Engineering,2005,21(2):125-218.(in Chinese)
[20]宋国华,王东炜,滕海文.PRC结构竖缝强度退化后抗剪能力统计特征[J].北京工业大学学报,2004,30(1):81-84.Song G H,Wang D W,Teng H W.StatisticalCharacteristics of the Shear Resistance of PRCStructures after the Degeneration of Perpends[J].Journal of Beijing University of Technology,2004,30(1):81-84.(in Chinese)
[21]朱幼麟,刘寅生,陈芮,等.装配式大板房模型在水平荷载作用下的试验研究[J].建筑结构学报,1980(2):31-46.Zhu Y L,Liu Y S,Chen R,et al.The Model Test ofLarge Panel Multistory Building under Horizontal Load[J].Journal of Building Structures,1980(2):31-46.(in Chinese)
[22]尹之潜,朱玉莲,杨淑文,等.高层装配式大板结构模拟地震试验[J].土木工程学报,1996,29(3):57-64.Yin Z Q,Zhu Y L,Yang S W,et al.Earthquakesimulation tests of tall buildings with precast largepanel[J].China Civil Engineering Journal,1996,29(3):57-64.(in Chinese)
[23]Kurama Y C.Seismic Design of Unbonded Post-Tensioned Precast Concrete Walls with SupplementalViscous Damping[J].ACI Structural Journal,2000:648-658.
[24]Henry R S,Aaleti S,Sritharan S,et al.Concept andfinite element modeling of new steel shear connectorsfor self-centering wall systems[J].Journal ofEngineering Mechanics,2010,136(2):220-229.
[25]Holden T,Restrepo J,Mander J B.SeismicPerformance of Precast Reinforced and PrestressedConcrete Walls[J].Journal of Structrual Engineering,2003:286-296.
[26]Marriott D J,Pampanin S,Palermo A,et al.Shake-table testing of hybrid post-tensioned precast wallsystems with alternative dissipating solutions[C].The14thWorld Conference on Earthquake Engineering,October 12-17,2008,Beijing,China:1-8.
[27]蔡小宁,孟少平,等.无粘结预应力混合装配式联肢墙抗震性能分析[J].建筑结构,2010,40(2):25-27.Cai X N,Meng S P,et al.Study on seismic behavior ofunbonded posted-tensioned hybrid precast coupledwall[J].Buliding Structure,2010,40(2):25-27.(inChinese)
[28]Erkmen B,Schultz A E.Self-centering behaviour ofunbounded,post-tensioned precast concrete shearwalls[J].Journal of Earthquake Engineering,2009,13:1047-1064.
[29]Lu X L,Wang D,Cheng M.Discussion on“Self-Centering Behavior of Unbonded,Post-tensionedPrecast Concrete Shear Walls”[J].Journal ofEarthquake Engineering,2010,14(4):626-627.
[30]Yahya Kurama,Stephen Pessiki,Richard Sause.Seismic behavior and design of unbounded post-tensioned precast concrete walls[J].PCI Journal,1999:72-89.
[31]Kurama Y C.Seismic Design of Partially Post-Tensioned Precast Concrete Walls[J].PCI Journal,2005:100-125.
[32]JosI Restrepo,Amar Rahman.Seismic Performanceof Self-Centering Structural Walls IncorporatingEnergy Dissipators[J].Journal of StructuralEngineering,2007:1560-1570.
[33]Sriram Aaleti,Sri Sritharan.A simplified analysismethod for characterizing unbounded post-tensionedprecast wall systems[J].Engineering Structures,2009,31:2966-2975.
[34]Choung-Yeol Seo,Richard Sause.Ductility Demandson Self-Centering Systems under Earthquake Loading[J].ACI Structural Journal,2005:275-285.
[35]潘陵娣,鲁亮,梁琳,等.预制叠合墙抗剪承载力试验分析研究[C].第18届全国结构工程学术会议论文集Ⅱ,2008:116-121.Pan L D,Lu L,Liang L,et al.Experimental analysisof shear strength of Prefabrication composite wall[C].Proceedings of the Eighteenth National Conference onStructural Engineering,Ⅱ,2008:116-121.(inChinese)
[36]连星,叶献国,张丽军,等.叠合板式剪力墙的有限元分析[J].合肥工业大学学报(自然科学版),2009,32(7):1065-1068.Lian X,Ye X G,Zhang L J,et al.Finite elementanalysis of the superimposed slab shear walls[J].Journal of Hefei University of Technology(NaturalScience),2009,32(7):1065-1068.(in Chinese)
[37]连星,叶献国,王德才,等.叠合板式剪力墙的抗震性能试验分析[J].合肥工业大学学报(自然科学版),2009,32(8):1219-1223.Lian X,Ye X G,Wang D C,et al.Experimentalanalysis of seismic behavior of superimposed slabshear walls[J].Journal of Hefei University ofTechnology(Natural Science),2009,32(8):1219-1223.(in Chinese)
[38]张微敬,孟涛,钱稼茹.预制圆孔板剪力墙非线性有限元分析[J].建筑结构,2010,40(1):15-18.Zhang W J,Meng T,Qian J R.Nonlinear finite elementanalysis of prefabricated hollow-core reinforced concreteshear walls[J].Building Structure,2010,40(1):15-18.(in Chinese)
[39]Priestley M J N,Tao J R.Seismic response of precastprestressed concrete frames with partially debondedtendons[J].PCI Journal,1993,38(1):58-69.
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