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Shear Strength Degradation due to Flexural Ductility Demand in R.C. Elements

Authors: RECUPERO, Antonino; SPINELLA, NINO; PIERO COLAJANNI;

Shear Strength Degradation due to Flexural Ductility Demand in R.C. Elements

Abstract

A proposal is formulated that allows to evaluate the residual shear strength of reinforced concrete columns and beams for an assigned flexural ductility demand by limiting the range of the deviation angle between the inclinations of the yield  and the crack lines. In order to take into account the degradation due to cyclic loads, the reduction of the range of the deviation angle is related to the value of cinematic ductility

Country
Italy
Keywords

Settore ICAR/09 - Tecnica Delle Costruzioni, shear strength; Ductility; degradation; cyclic loads, shear strength, ductility, degradation, cyclic loads., shear strength, ductility, degradation, cyclic loads.

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selected citations
These citations are derived from selected sources.
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
0
Average
Average
Average
Green
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