Studies to minimize the effects of bond slippage in exterior joints of R/C ductile moment resisting frames

Eligehausen, Rolf; Russ, A.

Studies to minimize the effects of bond slippage in exterior joints of R/C ductile moment resisting frames

dc.contributor.author	Eligehausen, Rolf	de
dc.contributor.author	Russ, A.	de
dc.date.accessioned	2012-04-18	de
dc.date.accessioned	2016-03-31T07:19:37Z
dc.date.available	2012-04-18	de
dc.date.available	2016-03-31T07:19:37Z
dc.date.issued	1984	de
dc.description.abstract	A 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.identifier.other	369586158	de
dc.identifier.uri	http://nbn-resolving.de/urn:nbn:de:bsz:93-opus-72898	de
dc.identifier.uri	http://elib.uni-stuttgart.de/handle/11682/429
dc.identifier.uri	http://dx.doi.org/10.18419/opus-412
dc.language.iso	en	de
dc.rights	info:eu-repo/semantics/openAccess	de
dc.subject.classification	Bewehrungsstab , Anker <Bauwesen> , Stahlbetonbau	de
dc.subject.ddc	624	de
dc.title	Studies to minimize the effects of bond slippage in exterior joints of R/C ductile moment resisting frames	en
dc.type	conferenceObject	de
ubs.fakultaet	Fakultät Bau- und Umweltingenieurwissenschaften	de
ubs.institut	Institut für Werkstoffe im Bauwesen	de
ubs.opusid	7289	de
ubs.publikation.source	Proceedings 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. 917-924	de
ubs.publikation.typ	Konferenzbeitrag	de

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