SHEAR STRENGTH DEGRADATION DUE TO FLEXURAL DUCTILITY DEMAND IN R.C. ELEMENTS

6533b7d1fe1ef96bd125d335

RESEARCH PRODUCT

SHEAR STRENGTH DEGRADATION DUE TO FLEXURAL DUCTILITY DEMAND IN R.C. ELEMENTS

Antonino Recupero Nino Spinella Piero Colajanni

subject

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

description

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

year	journal	country	edition	language
2014-01-01

10.15224/978-1-63248-054-5-61 http://hdl.handle.net/20.500.11769/527585

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