Design of steel frames with slender joint-panels

Vayas, I; Ermopoulos, J; Pasternak, H

dc.contributor.author	Vayas, I	en
dc.contributor.author	Ermopoulos, J	en
dc.contributor.author	Pasternak, H	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	0143-974X	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/11490
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0029223461&partnerID=40&md5=15519cf5833a1dd93a9b31c77df72c8a	en
dc.subject.classification	Construction & Building Technology	en
dc.subject.classification	Engineering, Civil	en
dc.subject.other	Buckling	en
dc.subject.other	Formability	en
dc.subject.other	Joints (structural components)	en
dc.subject.other	Shear strength	en
dc.subject.other	Structural design	en
dc.subject.other	Structural frames	en
dc.subject.other	Structural loads	en
dc.subject.other	Structural panels	en
dc.subject.other	Joint resistance	en
dc.subject.other	Knee joints	en
dc.subject.other	Moment resisting frames	en
dc.subject.other	Steel frames	en
dc.subject.other	Thin walled slender joint panels	en
dc.subject.other	Steel structures	en
dc.title	Design of steel frames with slender joint-panels	en
heal.type	journalArticle	en
heal.language	English	en
heal.publicationDate	1995	en
heal.abstract	The behaviour of thin-walled slender joint-panels in knee joints of steel frames and its influence on the overall behaviour of moment-resisting frames is studied. The joint resistance is supplied by three different mechanisms. The first mechanism is the shear buckling strength of the joint-panel, which is dependent on its slenderness. The second mechanism is the tension field strength that is dependent on the relation between the dimensions of the joint-panel and its surrounding flanges. The last mechanism is the resistance due to the frame action of the joint-panel's surrounding frame. Design formulae for the evaluation of the joint resistance are derived. Monotonic and hysteretic rules for the description of the joint characteristics are proposed. Frame analyses considering the joint deformability are performed. The analytical results are compared to experimental results of joints subjected to cyclic loading. © 1995.	en
heal.publisher	ELSEVIER SCI LTD	en
heal.journalName	Journal of Constructional Steel Research	en
dc.identifier.isi	ISI:A1995RN97600002	en
dc.identifier.volume	35	en
dc.identifier.issue	2	en
dc.identifier.spage	165	en
dc.identifier.epage	187	en