Verification of Concrete Slender Columns Resistance

摘要

The presented paper brings verifications of slender concrete column resistance coming from levels of approximation after MC 2010 and SLA 262, which are compared with the Method of nominal curvature for calculation of 2. order moment after EN 1992-1-1. Results were compared with nonlinear analysis accounting for 2nd order effects, nonlinear behavior of concrete in compression and influence of cracking, creep and shrinkage.