Please use this identifier to cite or link to this item: http://hdl.handle.net/1942/32471
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dc.contributor.authorDEGEE, Herve-
dc.contributor.authorDuchene, Y.-
dc.contributor.authorHoffmeister, B.-
dc.date.accessioned2020-10-15T09:13:48Z-
dc.date.available2020-10-15T09:13:48Z-
dc.date.issued2019-
dc.date.submitted2020-09-02T11:56:24Z-
dc.identifier.citationSTABILITY AND DUCTILITY OF STEEL STRUCTURES 2019, ROUTLEDGE, p. 321 -328-
dc.identifier.isbn978-0-429-32024-8-
dc.identifier.isbn978-0-367-33503-8-
dc.identifier.urihttp://hdl.handle.net/1942/32471-
dc.description.abstractSpecific investigations have been carried out regarding typical beam profiles commonly used for steel and composite frames. In a first stage, experimental tests on class-3 and class-4 built up steel profiles and composite beam-to-column nodes were performed. The measurement results were evaluated with regard to the development of the hysteretic behavior with particular emphasis on the cyclic degradation. These test results have been used as reference for the calibration and validation of numerical models aiming at extending the scope of the experimental outcomes through appropriate parametric variations regarding the behavior of nodal connections as well as towards the global analysis and behavior of structures made of class 3 and 4 profiles. Based on the outcomes of these investigations, practical design recommendations are finally derived for moment resisting frames located in low and moderate seismicity regions.-
dc.description.sponsorshipThis research has been carried out with the support of the Research Fund for Coal and Steel (RFCS) of the European Commission under the grant agreement RFSR-CT-2013-00022.-
dc.language.isoen-
dc.publisherROUTLEDGE-
dc.rights© 2019 Czech Technical University in Prague, Czech Republic, ISBN 978-0-367-33503-8.-
dc.titlePerformances of moment resisting frames with slender steel and composite sections in low and moderate seismic areas-
dc.typeProceedings Paper-
local.bibliographicCitation.authorsWald, F-
local.bibliographicCitation.authorsJandera, M-
local.bibliographicCitation.conferencedateSEP 11-13, 2019-
local.bibliographicCitation.conferencenameInternational Colloquia on Stability and Ductility of Steel Structures (SDSS)-
local.bibliographicCitation.conferenceplaceCzech Tech Univ Prague, Prague, CZECH REPUBLIC-
dc.identifier.epage328-
dc.identifier.spage321-
local.format.pages8-
local.bibliographicCitation.jcatC1-
dc.description.notesDegee, H (corresponding author), Hasselt Univ, Hasselt, Belgium.-
dc.description.otherDegee, H (corresponding author), Hasselt Univ, Hasselt, Belgium.-
local.publisher.place2 PARK SQ, MILTON PARK, ABINGDON OX14 4RN, OXFORD, ENGLAND-
local.type.refereedRefereed-
local.type.specifiedProceedings Paper-
dc.identifier.isiWOS:000542030200036-
dc.identifier.urlhttps://doi.org/10.1201/9780429320248-
dc.contributor.orcidDegee, Herve/0000-0002-0352-5190-
local.provider.typewosris-
local.bibliographicCitation.btitleSTABILITY AND DUCTILITY OF STEEL STRUCTURES 2019-
local.uhasselt.uhpubyes-
local.description.affiliation[Degee, H.] Hasselt Univ, Hasselt, Belgium.-
local.description.affiliation[Duchene, Y.] Design Off Greisch, Liege, Belgium.-
local.description.affiliation[Hoffmeister, B.] Rhein Westfal TH Aachen, Aachen, Germany.-
item.fullcitationDEGEE, Herve; Duchene, Y. & Hoffmeister, B. (2019) Performances of moment resisting frames with slender steel and composite sections in low and moderate seismic areas. In: STABILITY AND DUCTILITY OF STEEL STRUCTURES 2019, ROUTLEDGE, p. 321 -328.-
item.validationecoom 2021-
item.contributorDEGEE, Herve-
item.contributorDuchene, Y.-
item.contributorHoffmeister, B.-
item.fulltextNo Fulltext-
item.accessRightsClosed Access-
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