【钢板剪力墙的分类及性能研究的国内外文献综述3300字】

钢板剪力墙的分类及性能研究的国内外文献综述目录TOC\o"1-3"\h\u2505钢板剪力墙的分类及性能研究的国内外文献综述 [80-83]。分离式低屈服点钢板剪力墙是一种由框格和内嵌钢板组成的分离式钢板剪力墙。由于钢板分散布置在多个小框格里，且尺寸较小，因此防止钢板屈曲的高厚比要求变得较易满足，因此可使可有效地防止钢板整体平面外屈曲。此外，分离式低屈服点钢板剪力墙的构造形式独特，使其具有了内嵌墙板易于调节刚度、震后易于修复、更换，墙板的制作、运输和安装方便的优点。分离式低屈服点钢板剪力墙是由肋梁、肋柱构成的矩形框格和内嵌钢板组成，钢板墙嵌固在框架柱、框架梁内，采用外部结构装配分离式低屈服点钢板剪力墙从而形成用来抵抗水平荷载消耗地震能量的整体结构如图1-3所示。在钢框架-分离式低屈服点钢板剪力墙结构体系中，钢板作为第一道抗震防线，在地震作用下，首先内嵌钢板达到屈服状态消耗地震能力，然后是肋梁、肋柱，最后是外部框架，因此钢框架-分离式低屈服点钢板剪力墙结构体系具有多道抗震防线，是一种具有良好发展前景的抗侧力体系。（a）分离式低屈服点钢板墙构造示意图（b）分离式低屈服点钢板墙构造示意图图1-3分离式低屈服点钢板剪力墙构造示意图Figure1-3SteelFrame-DenseRibLow-yieldSteelPlateShearWallStructure参考文献郭彦林,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(03):1-13.陈国栋．钢板剪力墙结构性能研究[D]．北京：清华大学，2002．ThorburnLJ,KulakGLandMontgomeryCJ.Analysisofsteelplateshearwalls[R].Edmonton,Canada:DepartmentofCivilEngineering,UniversityofAl-berta,1983.Astaneh-AslA.Seismicbehavioranddesignofsteelplateshearwalls,SteelTIPSreport,Structuralsteeleducationalcouncil,Jan.2001.InoueT.AnalysisofplasticbucklingofsteelplatesinshearbasedontheTrescayieldcriterion[J].InternationalJournalofSolids&Structures,1996,33(33):3903–3923.T.Takahahi,Y.Takemoto&T.takeda,etal:Expermentalstudyonthinsteelshearwallsandparticularbracingsunderalternativehorizontalload[J].IABSESymposium.InternationalAssociationforBridgeandStructuralEngineering,Lisbon,Portugal,pp185-191,1973.H.MimuraandH.Akiyama.Load-deflectionrelationshipofearthquake-resistantsteelplateshearwallswithadevelopeddiagonaltensionfield[J].Trans,Arch.Inst.ofJapan,Tokyo,Japan,260(oct),1977:109-114.Thorburn,L.J.Kulak,G.l,andMontgomeryC.J.AnalysisofSteelPlateShearWalls[R].StructuralEngineeringReportNo.107,UniversityofAlberta,Canada.WagnerH.Flatsheetmetalgirderswithverythinmetalweb.PartI:generaltheoriesandassumptions[J].TechnicalReportArchive&ImageLibrary,1931.TimlerPA,KulakGL.Experimentalstudyofsteelplateshearwalls[J].MinnesotaMedicine,1983,69(5):268-70.Kulak,G.L.UnstiffenedSteelPlateShearWalls[J].Chapter9ofStructuresSubjectedtoRepearedLoading-StabilityandStrength,NarayanannandRoberts,T.M,Editors,ElsevierAppliedSciencePublications,London:237-276,1991.TromposchEW.Cyclicandstaticbehaviourofthinpanelsteelplateshearwalls[microform]/[J].1987.Sabouri-GhomiS,RobertsTM.Nonlineardynamicanalysisofthinsteelplateshearwalls[J].Computers&Structures,1991,39(1-2):121-127.VincentCaccese,MohamedElgaaly,RuoboChen.ExperimentalStudyofThinSteel-PlateShearWallsunderCyclicLoad[J].JournalofStructuralEngineering,1993,119(2):573-587.ElgaalyM,LiuY.Analysisofthin-steel-plateshearwalls[J].JournalofStructuralEngineering,1997,123(11):1487-1496.M.Elgaaly,V.Caccese,C.Du.PostbucklingBehaviorofSteel-PlateShearWallsunderCyclicLoads[J].JournalofStructuralEngineering,1993,119(2):588-605.ElgaalyM.andYinboLiu.Analysisofthinsteelplateshearwalls[J].JournalofStructuralEngineering,1997,123,No.11:1487-1496.Elgaaly.M.Thinsteelplateshearwallsbehaviorandanalysis[J].Thin-WalledStructures,1998,32:151-180.Xue.M.&L.W.Lu.Interactionofinfilledsteelshearwallpanelswithsurroundingframemembers[J].ProceedingofStructuralStabilityResearchCouncilAnnu.Tech.Session,Bethlehem,1994:339-354.andSlovakInt.Conf.onSteelStructandBridges,Bratislava,Slovakia,1994.NakashimaY,PlumpAS,RainesEW,etal.ApoE-deficientmicedeveloplesionsofallphasesofatherosclerosisthroughoutthearterialtree[J].ArteriosclerThromb,1994,14(1):133-140.Elgaaly,M.Post-bucklingbehaviorofthinsteelplatesusingcomputationalmodels[J].Advancesinengineeringsoftware.2000,31:511-517.MohamedElgaaly,AnandSeshadri,RobertW.Hamilton.BendingStrengthofSteelBeamswithCorrugatedWebs[J].JournalofStructuralEngineering,1997,123(6).DriVerR.G,G.L.Kulak,D.J.LaurieKennedy,eta1.Cyclictestoffour-storysteelplateshearwall[J].JournalofStructuralEngineering.1998,124(2):112-120.ZarrinkolaeiFatemehAhmadi,NaseriAli,GholampourSiroos.Numericalassessmentofeffectofopeningonbehaviorofperforatedsteelshearwalls[J].JournalofConstructionalSteelResearch,2021,181.DriVerR.G,G.L.Kulak,A.E.E1wi,eta1.FEandsimplifiedmodelsofsteelplateshearwall[J].JournalofStructuralEngineering,1998,124(2):121-130.RezaiM,SeismicBehaviourofSteelPlateShearWallsbyShakeTableTesting[D].Vancouver:UniversityofBritis