![STABILITY AND MINIMUM LATERAL BRACING FOR STEPPED COLUMNS WITH SEMI-RIGID CONNECTIONS INCLUDING SHEAR EFFECTS: II) VERIFICATION AND EXAMPLES STABILITY AND MINIMUM LATERAL BRACING FOR STEPPED COLUMNS WITH SEMI-RIGID CONNECTIONS INCLUDING SHEAR EFFECTS: II) VERIFICATION AND EXAMPLES](http://www.scielo.org.co/img/revistas/dyna/v79n176/v79n176a03fig07.gif)
STABILITY AND MINIMUM LATERAL BRACING FOR STEPPED COLUMNS WITH SEMI-RIGID CONNECTIONS INCLUDING SHEAR EFFECTS: II) VERIFICATION AND EXAMPLES
![STABILITY AND MINIMUM LATERAL BRACING FOR STEPPED COLUMNS WITH SEMI-RIGID CONNECTIONS INCLUDING SHEAR EFFECTS: II) VERIFICATION AND EXAMPLES STABILITY AND MINIMUM LATERAL BRACING FOR STEPPED COLUMNS WITH SEMI-RIGID CONNECTIONS INCLUDING SHEAR EFFECTS: II) VERIFICATION AND EXAMPLES](http://www.scielo.org.co/img/revistas/dyna/v79n176/v79n176a03fig01.gif)
STABILITY AND MINIMUM LATERAL BRACING FOR STEPPED COLUMNS WITH SEMI-RIGID CONNECTIONS INCLUDING SHEAR EFFECTS: II) VERIFICATION AND EXAMPLES
![Stability Analysis of Two-Segment Stepped Columns with Different End Conditions and Internal Axial Loads Stability Analysis of Two-Segment Stepped Columns with Different End Conditions and Internal Axial Loads](https://static-01.hindawi.com/articles/mpe/volume-2013/858906/figures/858906.fig.001.jpg)
Stability Analysis of Two-Segment Stepped Columns with Different End Conditions and Internal Axial Loads
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A buckling model for the stability design of steel columns with intermediate gravity loads - ScienceDirect
![Figure 2 | Stability Analysis of Two-Segment Stepped Columns with Different End Conditions and Internal Axial Loads Figure 2 | Stability Analysis of Two-Segment Stepped Columns with Different End Conditions and Internal Axial Loads](https://static-01.hindawi.com/articles/mpe/volume-2013/858906/figures/858906.fig.002a.jpg)