Probabilistic and Semi-Probabilistic Analysis of Slender Columns Frequently Used in Structural Engineering

The stability of slender columns is a topic that has been dealt with in research and practice for many years. importance this also increases the possibility using non-linear modeling approaches to determine increasingly complex safety formats. In order show complexity variability associated models, two previous contributions discussed compared (a) results Round Robin Non-Linear Modeling, (b) existing international standard specifications concepts respect experimental results. aim herein reliability level (safety index) on basis these investigations findings examine formats classical extended probabilistic analyses derive any necessary adjustments. addition, method format Estimation Coefficient Variance resistance (ECOV) used determination global factors based analyses’ partners.