- Article
Buckling Resistance of Two-Segment Stepped Steel Columns
- Bartłomiej Fliegner,
- Jakub Marcinowski and
- Volodymyr Sakharov
Columns of stepwise variable bending stiffness are encountered in the engineering practice quite often. Two different load cases can be distinguished: firstly, the axial force acting only at the end of the column; secondly, besides the force acting a...

