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dc.contributor.authorBacht, Tobias*
dc.date.accessioned2021-02-11T15:32:44Z
dc.date.available2021-02-11T15:32:44Z
dc.date.issued2015*
dc.date.submitted2019-07-30 20:02:01*
dc.identifier35466*
dc.identifier.issn1869912X*
dc.identifier.urihttps://directory.doabooks.org/handle/20.500.12854/49562
dc.description.abstractThis work deals with the experimental , static - cyclic testing of large-scale tests on walls made from hollow blocks. Based on this non-linear finite element models are developed and verified using the extensive experimental data ,whereby a semi - empirical design concept could finally be derived for hollow concrete masonry walls by a parametric study .*
dc.languageGerman*
dc.relation.ispartofseriesKarlsruher Reihe Massivbau, Baustofftechnologie, Materialprüfung / Institut für Massivbau und Baustofftechnologie ; Materialprüfungs- und Forschungsanstalt Karlsruhe*
dc.subjectTA1-2040*
dc.subject.otherhollow concrete masonry*
dc.subject.otherNichtlineare Finite Elemente Analyse*
dc.subject.othernumerical modeling of large scale masonry walls*
dc.subject.otherNumerische Modellierung großformatiger Versuche*
dc.subject.otherMassivbaunonlinear finite element analysis*
dc.subject.otherSchalungssteine*
dc.titleHorizontaltragfähigkeit von Wänden aus Leichtbeton-Schalungssteinen - Experimente und numerische Modellierung*
dc.typebook
oapen.identifier.doi10.5445/KSP/1000048086*
oapen.relation.isPublishedBy68fffc18-8f7b-44fa-ac7e-0b7d7d979bd2*
oapen.relation.isbn9783731504139*
oapen.pagesX, 164 p.*
oapen.volume77*


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