Fatigue analysis of moment resisting steel frames

Vayas, I; Sophocleous, A; Dinu, F

dc.contributor.author	Vayas, I	en
dc.contributor.author	Sophocleous, A	en
dc.contributor.author	Dinu, F	en
dc.date.accessioned	2014-03-01T01:18:59Z
dc.date.available	2014-03-01T01:18:59Z
dc.date.issued	2003	en
dc.identifier.issn	1363-2469	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/15305
dc.subject	Fatigue	en
dc.subject	Moment-resisting frames	en
dc.subject	Steel structures	en
dc.subject.classification	Engineering, Geological	en
dc.subject.classification	Geosciences, Multidisciplinary	en
dc.subject.other	Beams and girders	en
dc.subject.other	Buildings	en
dc.subject.other	Cranes	en
dc.subject.other	Dynamic loads	en
dc.subject.other	Earthquakes	en
dc.subject.other	Fatigue of materials	en
dc.subject.other	Product design	en
dc.subject.other	Steel structures	en
dc.subject.other	Fatigue susceptibility	en
dc.subject.other	Moment-resisting frames	en
dc.subject.other	Structural frames	en
dc.title	Fatigue analysis of moment resisting steel frames	en
heal.type	journalArticle	en
heal.identifier.primary	10.1142/S1363246903001206	en
heal.identifier.secondary	http://dx.doi.org/10.1142/S1363246903001206	en
heal.language	English	en
heal.publicationDate	2003	en
heal.abstract	A procedure for the fatigue assessment of steel building structures subjected to earthquakes is presented. The procedure constitutes an extension of the present, high-cycle, fatigue assessment to cases of low-cycle fatigue. It may serve as a basis for the introduction of a fatigue limit state in the earthquake design of steel structures. It may be also used for the damage assessment of existing steel buildings subjected to past earthquakes. By means of parametric studies, the effects of various parameters on the fatigue susceptibility of several moment resisting steel frames are studied. The influence of a number of parameters such as the type of ground motion, type of structural typology, local fatigue behaviour, overall frame design and semi-rigidity of joints on the susceptibility to damage are investigated.	en
heal.publisher	IMPERIAL COLLEGE PRESS	en
heal.journalName	Journal of Earthquake Engineering	en
dc.identifier.doi	10.1142/S1363246903001206	en
dc.identifier.isi	ISI:000187017100007	en
dc.identifier.volume	7	en
dc.identifier.issue	4	en
dc.identifier.spage	635	en
dc.identifier.epage	654	en