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dc.contributor.authorEligehausen, Rolfde
dc.contributor.authorRuss, A.de
dc.date.accessioned2012-04-18de
dc.date.accessioned2016-03-31T07:19:37Z-
dc.date.available2012-04-18de
dc.date.available2016-03-31T07:19:37Z-
dc.date.issued1984de
dc.identifier.other369586158de
dc.identifier.urihttp://nbn-resolving.de/urn:nbn:de:bsz:93-opus-72898de
dc.identifier.urihttp://elib.uni-stuttgart.de/handle/11682/429-
dc.identifier.urihttp://dx.doi.org/10.18419/opus-412-
dc.description.abstractA mathematical model of a deformed bar anchored in a concrete block described in Ref. 1 has been extended to cover also hooked bars. The analytically predicted response of straight and hooked bars anchored at exterior joints compares well with available experimental results. An extensive numerical investigation has been carried out to show the influence of significant parameters on the anchored bar behavior. The results of this investigation are used to offer practical recommendations for the anchorage of bars at exterior joints.en
dc.language.isoende
dc.rightsinfo:eu-repo/semantics/openAccessde
dc.subject.classificationBewehrungsstab , Anker <Bauwesen> , Stahlbetonbaude
dc.subject.ddc624de
dc.titleStudies to minimize the effects of bond slippage in exterior joints of R/C ductile moment resisting framesen
dc.typeconferenceObjectde
ubs.fakultaetFakultät Bau- und Umweltingenieurwissenschaftende
ubs.institutInstitut für Werkstoffe im Bauwesende
ubs.opusid7289de
ubs.publikation.sourceProceedings of the Eighth World Conference on Earthquake Engineering. Vol. 5 : Response of structures (continued), design of structures and structural components, non-structural systems and building contents. Englewood Cliffs, NJ : Prentice-Hall, 1984. - ISBN 0-13-246406-3, S. 917-924de
ubs.publikation.typKonferenzbeitragde
Enthalten in den Sammlungen:02 Fakultät Bau- und Umweltingenieurwissenschaften

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