Please use this identifier to cite or link to this item: http://dx.doi.org/10.18419/opus-412
|Title:||Studies to minimize the effects of bond slippage in exterior joints of R/C ductile moment resisting frames|
|metadata.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|
|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.|
|Appears in Collections:||02 Fakultät Bau- und Umweltingenieurwissenschaften|
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