对后张法预应力混凝土连续梁的试验评估.pdf

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对后张法预应力混凝土连续梁的试验评估 ,土木工程文献。
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ExperimentalEvaluationofPosttensionedPrecast ConcreteCouplingBeams BradD.Weldon1andYahyaC.Kurama,M.ASCE2 Abstract:Thispaperdescribestheresultsfromeighthalf-scaleexperimentsofunbondedposttensionedprecastconcretecouplingbeams underreversed-cycliclateralloading.Eachtestspecimenincludesacouplingbeamandtheadjacentconcretewallpierregionsataoor level.Underlateralloads,thenonlineardisplacementsofunbondedposttensionedcouplingbeamsaregovernedbytheopeningofgaps atthebeam-to-walljoints.Steeltopandseatanglesareusedatthebeamendstoyieldandprovideenergydissipation.Thetestparameters includethebeamposttensioningtendonareaandinitialstress,initialbeamconcreteaxialstress,anglestrength,andbeamdepth.The resultsdemonstratethelateralstiffness,strength,andductilityofthecouplingbeamsundercyclicloading,withconsiderableenergy dissipationconcentratedintheangles.Itisshownthattheresidualdisplacementsofthestructureuponunloadingaresmallduetothe restoringeffectoftheposttensioningforce.Thesustainedchordrotationcapacitiesofthetestspecimensarecomparedwiththosefrom previoustestsofmonolithiccouplingbeams. DOI:10.1061/ASCEST.1943-541X.0000212 CEDatabasesubjectheadings:Posttensioning;Prestressedconcrete;Reinforcedconcrete;Coupling;Shearwalls;Seismiceffects; Beams. Authorkeywords:

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