Continuum damage mechanics model as an instrument for development of design rules for steel structures in seismic affected zones

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dc.contributor.authorHoppe, B.
dc.contributor.authorDi, Y.
dc.contributor.authorNovokshanov, D.
dc.contributor.authorMünstermann, S.
dc.date.accessioned2020-03-20T11:29:57Z
dc.date.available2020-03-20T11:29:57Z
dc.date.issued2017
dc.format.extent11 p.
dc.identifier.isbn978-84-946909-6-9
dc.identifier.urihttps://hdl.handle.net/2117/180734
dc.language.isoeng
dc.publisherCIMNE
dc.rights.accessOpen Access
dc.subjectÀrees temàtiques de la UPC::Matemàtiques i estadística::Anàlisi numèrica::Mètodes en elements finits
dc.subject.lcshFinite element method
dc.subject.lcshPlasticity -- Mathematical models
dc.subject.lemacElements finits, Mètode dels
dc.subject.lemacPlasticitat -- Models matemàtics
dc.subject.lemacPlasticitat
dc.subject.otherCoupled Damage Mechanics Model, ULCF, HSLA Steel, Toughness Properties
dc.titleContinuum damage mechanics model as an instrument for development of design rules for steel structures in seismic affected zones
dc.typeConference report
dspace.entity.typePublication
local.citation.contributorCOMPLAS XIV
local.citation.endingPage341
local.citation.publicationNameCOMPLAS XIV : proceedings of the XIV International Conference on Computational Plasticity : fundamentals and applications
local.citation.startingPage331

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XIV International Conference on Computational Plasticity: fundamentals and applications (COMPLAS 2017), Barcelona, 5-7 September, 2017