Dissipative (INERD) connections for seismic resistant steal braced frames [Dissipative (INERD) Verbindungen für Stahltragwerke in Erdbebengebieten]

Vayas, I; Thanopoulos, P

dc.contributor.author	Vayas, I	en
dc.contributor.author	Thanopoulos, P	en
dc.date.accessioned	2014-03-01T01:24:01Z
dc.date.available	2014-03-01T01:24:01Z
dc.date.issued	2006	en
dc.identifier.issn	00389145	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/17166
dc.subject.other	Columns (structural)	en
dc.subject.other	Deformation	en
dc.subject.other	Dimensional stability	en
dc.subject.other	Earthquake resistance	en
dc.subject.other	Steel structures	en
dc.subject.other	Inelastic deformations	en
dc.subject.other	Steel braced frames	en
dc.subject.other	Structural frames	en
dc.title	Dissipative (INERD) connections for seismic resistant steal braced frames [Dissipative (INERD) Verbindungen für Stahltragwerke in Erdbebengebieten]	en
heal.type	journalArticle	en
heal.identifier.primary	10.1002/stab.200610108	en
heal.identifier.secondary	http://dx.doi.org/10.1002/stab.200610108	en
heal.publicationDate	2006	en
heal.abstract	Innovative dissipative (INERD) connections were developed for seismic resistant steel braced frames. The dissipative zones in such frames are the connections, while the other parts of the structure are protected against inelastic deformations and instability phenomena. The braces and the columns are connected with eye-bars and a pin running through them, which is the dissipative element. Experimental and theoretical investigations were performed to study the monotonic and cyclic behavior of the connections. Simple rules were developed for the design of the connection and the adjacent elements. © Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG.	en
heal.journalName	Stahlbau	en
dc.identifier.doi	10.1002/stab.200610108	en
dc.identifier.volume	75	en
dc.identifier.issue	12	en
dc.identifier.spage	993	en
dc.identifier.epage	1003	en