A proposal is formulated that allows to evaluate theresidual shear strength of reinforced concrete columns andbeams for an assigned flexural ductility demand by limiting therange of the deviation angle between the inclinations of the yield and the crack lines. In order to take into account thedegradation due to cyclic loads, the reduction of the range of thedeviation angle is related to the value of cinematic ductility
title = "Shear Strength Degradation due to Flexural Ductility Demand in R.C. Elements",
abstract = "A proposal is formulated that allows to evaluate theresidual shear strength of reinforced concrete columns andbeams for an assigned flexural ductility demand by limiting therange of the deviation angle between the inclinations of the yield and the crack lines. In order to take into account thedegradation due to cyclic loads, the reduction of the range of thedeviation angle is related to the value of cinematic ductility",
author = "Piero Colajanni",
year = "2014",
language = "English",
}
TY - CONF
T1 - Shear Strength Degradation due to Flexural Ductility Demand in R.C. Elements
AU - Colajanni, Piero
PY - 2014
Y1 - 2014
N2 - A proposal is formulated that allows to evaluate theresidual shear strength of reinforced concrete columns andbeams for an assigned flexural ductility demand by limiting therange of the deviation angle between the inclinations of the yield and the crack lines. In order to take into account thedegradation due to cyclic loads, the reduction of the range of thedeviation angle is related to the value of cinematic ductility
AB - A proposal is formulated that allows to evaluate theresidual shear strength of reinforced concrete columns andbeams for an assigned flexural ductility demand by limiting therange of the deviation angle between the inclinations of the yield and the crack lines. In order to take into account thedegradation due to cyclic loads, the reduction of the range of thedeviation angle is related to the value of cinematic ductility
UR - http://hdl.handle.net/10447/113419
UR - http://www.seekdl.org/conferences_page_papers.php?confid=183&page=50&#seekdl