改善受压构件屈曲性能的组件和装置
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摘要
介绍了改善受压构件屈曲性能的四种组件和装置,即抑制屈曲支撑、套管组件、约束屈曲、限制力装置,阐述了每一种组件或装置的特点及构成,分析了每一种组件或装置改进受压构件屈曲性能的原理,讨论了它们的相互关系及应用范围,最后提出了具有广泛应用前景的组件。
Four components and devices of improving buckling behaviour for compression member are introduced,including buckling-restrained braces, sleeved compression member, constrained buckling and force limiting devices, characteristics and forms of them are represented, and principles of improving buckling behaviour of compression members in each of them are analyzed, Correlation and fields of application of them are discwssed, component that has comprehensive prospect in application is proposed.
Four components and devices of improving buckling behaviour for compression member are introduced,including buckling-restrained braces, sleeved compression member, constrained buckling and force limiting devices, characteristics and forms of them are represented, and principles of improving buckling behaviour of compression members in each of them are analyzed, Correlation and fields of application of them are discwssed, component that has comprehensive prospect in application is proposed.
引文
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2 ClarkP,AikenI,KasaiK.Designproceduresforbuildingsincorpora tinghystereticdampingdevices.Proceedings68thAnnualConven tion,SantaBarbara,ColiforniaStructuralEngineersAssociationofCal ifornia,October,1999
3 BlackC,MakrisN,AikenI.Componenttesting,stabilityanalysisand characterizationofbuckling restrainedunbondedbraces.ReportNo PEER-2002/08,UniversityofCalifornia,Berkeley
4 ChenC C.Recentadvancesofseismicdesignofsteelbuildingsin Taiwan.InternationalTrainingProgramsforSeismicDesignonBuild ingStructures,2002
5 KimJ,LeeK.Optimumstiffnessratioofunbondbracehysteretic dampers.Proceedingsofthe2ndKorea JapanJointSeminaronEarth quakeEngineeringforBuildingStructures,2000
6 KimJ,SeoY.Seismicdesignoflow risesteelframeswithbuckling restrainedbraces.EngineeringStructures,2004;26(5):
7 KalyanaramanV,MahadevanK,ThairaniV.Coreloadedearthquake resistantbracingsystem.JournalofConstructionalSteelResearch,1998;46(1—3):
8 郭彦林,刘建彬,蔡益燕,邓科.结构的耗能减震与防屈曲支撑.建筑结构,2005;35(8):
9 汪家铭,中岛正爱,陆烨.屈曲约束支撑体系的应用与研究进展(Ⅰ).建筑钢结构进展,2005;7(1):
10 XieQ.Stateoftheartofbuckling restrainedbracesinAsia.Journal ofConstructionSteelResearch,2005;61(6):
11 邓长根,何永超.日本建筑结构隔震减震研究新进展.世界地震工程,2002;18(3):
12 DomokosG,HolmesP,RoyceB.ConstrainedEulerbuckling.Jour nalofNonlinearScience,1997;7(3):
13 SchmidtLC,HanaorA.Forcelimitingdevicesinspacetrusses.ASCE,JournaloftheStructuralDivision,1979;105(ST5):
14 PrasadBK.Experimentalinvestigationofsleevedcolumn.AIAA/ASME/ASCE/AHS/ASCStructures,StructuralDynamicsandMate rialsConference,33rd,Dallas,USA,Apr,1992:991—999
15 SridharaBN.Sleevedcompressionmember.UnitedStatesPatent5175972,1993
16 ChaiH.Thepost bucklingresponseofabi laterallyconstrainedcol umn.JournaloftheMechanicsandPhysicsofSolids,1998;46(7):
17 IsekiH,SowerbyR,BhattacharyyaD,GattP.Atheoreticalandexperimentalstudyofacurvedstripcompressedbyaflatplate.Trans actionsoftheASME,JournalofAppliedMechanics,1989;56(1):
18 PlautRH,SuhermanS,DillardDA,WilliamsBE,WatsonLT.Deflectionsandbucklingofabentelasticaincontactwithaflatsur face.InternationalJournalofSolidsandStructures,1999;36(8):
19 SunC,ShawWJD,VinogradovAM.Discrete elementmodelfor bucklinganalysisofthinringconfinedwithinrigidboundary.Journal ofEngineeringMechanics,1995;121(1):
20 deHolandaAS,GoncalvesPB.Postbucklinganalysisofplatesrest ingonatensionlesselasticfoundation.JournalofEngineeringMe chanics,2003;129(4):
21 张向阳,余寿文.单侧表面约束圆板的过屈曲分析.清华大学学报(自然科学版),1996,36(8):
22 罗永峰,TengJG,沈祖炎.弹性地基上薄壳屈曲中的非线性离散地基模型.同济大学学报(自然科学版),1999;27(1):
23 郭英涛,任文敏.关于限制失稳的研究进展.力学进展,2004;34(1):
24 HanaorA,SchmidtLC.Spacetrussstudieswithforcelimitingde vices.ASCE,JournaloftheStructuralDivision,1980;106(ST11):
25 EI SheikhA.Effectofforcelimitingdevicesonbehaviourofspace trusses.EngineeringStructures,1999;21(1):
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