The seismic behavior of ductile high-strength RC (HSRC) columns that are constructed in
regions of high seismicity is well understood due to a number of experimental studies …

Collapse of one or more columns under severe ground motions leads to redistribution of
internal forces in a reinforced concrete (RC) frame system, and thus, may serve as a …

Reinforced concrete (RC) columns are important components of the lateral load‐resisting
structural system of RC buildings. In moderate seismic regions, where stringent seismic …

This paper endeavors to enhance the understanding of the non-linear force-displacement
hysteretic behavior of reinforced concrete (RC) columns subjected to bidirectional …

Reinforced concrete columns with widely spaced and poorly configured transverse
reinforcement, also known as shear-critical columns, have been used in buildings …

This experimental investigation was conducted to examine the behavior and response of
high-strength material (HSM) reinforced concrete (RC) columns under combined high-axial …

Current detailing practices in regions of low to moderate seismicity, which are typically
intraplate regions, result in limited to moderately ductile reinforced concrete (RC) columns …

Nonlinear moment‐curvature analysis using stress–strain relationships of the constitutive
materials and take into account the stress path dependence of longitudinal steel was …

The first unit failed in flexure in a ductile fashion, while the second and the third failed in
shear in a ductile and brittle fasion respectively. In all tested units concrete spalled off in the …

Reinforced concrete columns with non‐ductile detailing typically exhibit a softening behavior
characterized by severe degradation when subjected to cyclic lateral loads. Whether the …