Please use this identifier to cite or link to this item: http://hdl.handle.net/1942/30609
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dc.contributor.authorDEGEE, Herve-
dc.contributor.authorHoffmeister, Benno-
dc.contributor.authorDuchene, Yves-
dc.date.accessioned2020-02-26T08:56:22Z-
dc.date.available2020-02-26T08:56:22Z-
dc.date.issued2020-
dc.date.submitted2020-02-25T14:09:25Z-
dc.identifier.citationSTAHLBAU, 89 (1) , p. 38 -48-
dc.identifier.issn0038-9145-
dc.identifier.urihttp://hdl.handle.net/1942/30609-
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 behaviour of structures made of class 3 and 4 profiles. Based on the outcomes of these investigations, practical design recommendations were finally derived for moment resisting frames located in low and moderate seismicity regions and proposed for implementation in the next generation of Eurocode 8.-
dc.description.sponsorshipDie Forschungsarbeiten wurden im Rahmen des Projekts „Design of steel and composite structures with limited ductility requirements for optimized performances in mo-derate earthquake areas“ (MEAKADO) mit finanzieller Unterstützung durch den Research Fund for Coal and Steel der Europäischen Kommission durchgeführt (Grant Agreement RFSR-CT-2013-00022)-
dc.language.isode-
dc.publisherERNST & SOHN-
dc.rights2020 Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin. Stahlbau 89 (2020), Heft 1-
dc.subject.othersteel-
dc.subject.othercomposite-
dc.subject.othermoment resisting frames-
dc.subject.otherslender cross-sections-
dc.subject.otherdissipation-
dc.subject.otherseismicity-
dc.subject.otherbehaviour factor-
dc.titleDissipative rahmentragwerke mit schlanken Querschnitten in regionen mit moderater Seismizität-
dc.typeJournal Contribution-
dc.identifier.epage48-
dc.identifier.issue1-
dc.identifier.spage38-
dc.identifier.volume89-
local.format.pages11-
local.bibliographicCitation.jcatA1-
dc.description.notesHoffmeister, B (reprint author), Rhein Westfal TH Aachen, Inst Stahlbau, Mies van der Rohe Str 1, D-52074 Aachen, Germany.-
dc.description.notesherve.degee@uhasselt.be; Benno.Hoffmeister@rwth-aachen.de;-
dc.description.notesyduchene@greisch.com-
dc.description.otherHoffmeister, B (reprint author), Rhein Westfal TH Aachen, Inst Stahlbau, Mies van der Rohe Str 1, D-52074 Aachen, Germany. herve.degee@uhasselt.be; Benno.Hoffmeister@rwth-aachen.de; yduchene@greisch.com-
local.publisher.placeROTHERSTRASSE 21, BERLIN, DEUTSCHLAND 10245, GERMANY-
local.type.refereedRefereed-
local.type.specifiedArticle-
dc.source.typeArticle-
dc.identifier.doi10.1002/stab.201900112-
dc.identifier.isiWOS:000506405000008-
dc.identifier.eissn1437-1049-
local.provider.typewosris-
local.uhasselt.uhpubyes-
local.uhasselt.internationalyes-
item.fullcitationDEGEE, Herve; Hoffmeister, Benno & Duchene, Yves (2020) Dissipative rahmentragwerke mit schlanken Querschnitten in regionen mit moderater Seismizität. In: STAHLBAU, 89 (1) , p. 38 -48.-
item.contributorDEGEE, Herve-
item.contributorHoffmeister, Benno-
item.contributorDuchene, Yves-
item.validationecoom 2021-
item.accessRightsRestricted Access-
item.fulltextWith Fulltext-
crisitem.journal.issn0038-9145-
crisitem.journal.eissn1437-1049-
Appears in Collections:Research publications
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