Stability of multi-storey braced steel buildings with dissipative INERD connections under seismic loading

Vayas, I; Thanopoulos, P; Castiglioni, C

dc.contributor.author	Vayas, I	en
dc.contributor.author	Thanopoulos, P	en
dc.contributor.author	Castiglioni, C	en
dc.date.accessioned	2014-03-01T01:56:34Z
dc.date.available	2014-03-01T01:56:34Z
dc.date.issued	2007	en
dc.identifier.issn	0005-6650	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/28152
dc.subject.classification	Construction & Building Technology	en
dc.subject.classification	Engineering, Civil	en
dc.title	Stability of multi-storey braced steel buildings with dissipative INERD connections under seismic loading	en
heal.type	journalArticle	en
heal.language	German	en
heal.publicationDate	2007	en
heal.abstract	innovative dissipative INERD connections for seismic resistant steel structures were introduced. Next, this paper investigates the stability behaviour of multi-storey braced frames with conventional full strength and dissipative INERD connections. It is shown that the demand on stiffness and strength of the frames with INERD connections is due to the high ductility and the protection of the braces against buckling much lower compared to the corresponding one for conventional frames and that it covers the relevant capacity. Accordingly, the structural weight and the costs for at least the same seismic performance may be reduced.	en
heal.publisher	SPRINGER-V D I VERLAG GMBH	en
heal.journalName	BAUINGENIEUR	en
dc.identifier.isi	ISI:000255389300004	en
dc.identifier.volume	82	en
dc.identifier.spage	125	en
dc.identifier.epage	133	en