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Cyclic behavior of beam-to-column steel joints with slender web panels

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dc.contributor.author Vayas, Ioannis en
dc.contributor.author Pasternak, Hartmut en
dc.contributor.author Schween, Tobias en
dc.date.accessioned 2014-03-01T01:10:54Z
dc.date.available 2014-03-01T01:10:54Z
dc.date.issued 1995 en
dc.identifier.issn 0733-9445 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/11484
dc.subject.classification Construction & Building Technology en
dc.subject.classification Engineering, Civil en
dc.subject.other Columns (structural) en
dc.subject.other Ductility en
dc.subject.other Fatigue of materials en
dc.subject.other Mechanical testing en
dc.subject.other Shear stress en
dc.subject.other Steel beams and girders en
dc.subject.other Strength of materials en
dc.subject.other Structural analysis en
dc.subject.other Structural frames en
dc.subject.other Structural loads en
dc.subject.other Structural panels en
dc.subject.other Tensile strength en
dc.subject.other Beam to column joints en
dc.subject.other Cyclic behavior en
dc.subject.other Slender joint panels en
dc.subject.other Tension field action en
dc.subject.other Joints (structural components) en
dc.title Cyclic behavior of beam-to-column steel joints with slender web panels en
heal.type journalArticle en
heal.identifier.primary 10.1061/(ASCE)0733-9445(1995)121:2(240) en
heal.identifier.secondary http://dx.doi.org/10.1061/(ASCE)0733-9445(1995)121:2(240) en
heal.language English en
heal.publicationDate 1995 en
heal.abstract Thirteen experiments are performed to investigate the cyclic behavior of beam-to-column joints of steel frames with slender joint panels. The performance of the joints with respect to strength, rigidity, ductility, and low cycle fatigue are examined. Three different load-carrying mechanisms can be identified. They are the shear action of the web panel, the tension field action, and the frame action of the surrounding elements. The various characteristics of these actions as determined by the experiments are discussed. It is concluded that a good performance can be achieved by properly selecting the dimensions of the web panel, the surrounding flanges, and their relative proportions. en
heal.publisher ASCE, New York, NY, United States en
heal.journalName Journal of structural engineering New York, N.Y. en
dc.identifier.doi 10.1061/(ASCE)0733-9445(1995)121:2(240) en
dc.identifier.isi ISI:A1995QC84900007 en
dc.identifier.volume 121 en
dc.identifier.issue 2 en
dc.identifier.spage 240 en
dc.identifier.epage 248 en


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