BEHAVIOR OF SQUARE JOINTS OF STEEL FRAMES UNDER BENDING MOMENTS

ERMOPOULOS, JC; MICHALTSOS, GT

dc.contributor.author	ERMOPOULOS, JC	en
dc.contributor.author	MICHALTSOS, GT	en
dc.date.accessioned	2014-03-01T01:43:50Z
dc.date.available	2014-03-01T01:43:50Z
dc.date.issued	1995	en
dc.identifier.issn	0045-7949	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/24215
dc.subject.classification	Computer Science, Interdisciplinary Applications	en
dc.subject.classification	Engineering, Civil	en
dc.title	BEHAVIOR OF SQUARE JOINTS OF STEEL FRAMES UNDER BENDING MOMENTS	en
heal.type	journalArticle	en
heal.language	English	en
heal.publicationDate	1995	en
heal.abstract	The behaviour of square joints of steel frames under bending moments is studied and a method for the calculation of their deformation and the corresponding carrying capacity is suggested. All the stresses that are developed in the web are taken into account through the analysis, including those developed in the area of the web where no plasticity occurs. From the presented diagrams the critical moments of the joints can be easily obtained vs Various parameters, while an appropriate comparison of these results is made with existing methods in order to verify the validity of the method proposed.	en
heal.publisher	PERGAMON-ELSEVIER SCIENCE LTD	en
heal.journalName	COMPUTERS & STRUCTURES	en
dc.identifier.isi	ISI:A1995RZ94000018	en
dc.identifier.volume	58	en
dc.identifier.issue	1	en
dc.identifier.spage	189	en
dc.identifier.epage	194	en