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

Vayas, Ioannis; Pasternak, Hartmut; Schween, Tobias

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