Finite element analysis of the buckling critical loads in un-braced steel frames with multiple slenderness ratio configurations

Research Paper (postgraduate) from the year 2013 in the subject Physics - Mechanics, grade: 3.70, University of Weimar, language: English, abstract: In this paper, two types of steel frames, steel frame without side sway permission and another with side sway permission are created in Abaqus with 10 multiple slenderness ratio of the columns by changing the length every time starting from 1 M and en...