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Frames with unique global and local imperfection in the shape of the elastic buckling mode (Part 1) |
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| Authors: | Prof. Ing. PhD Eugen Chladný Assoc. Prof. Ing. PhD Magdalena Stujberová |
| Affiliation: | 1. Astrová 46, 821 01 Bratislava 2, Slowakei;2. Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Radlinského 11, 813 68 Bratislava 1, Slowakei |
| Abstract: | |
| Keywords: | Stabilitä t ä quivalent Stab Beulwiderstand praktische Berechnung EN 1993‐1‐1:2005 Stabwerk stability equivalent member buckling resistance calculation, practical truss Berechnungs‐ und Bemessungsverfahren ‐ Analysis and calculation Raumfachwerke ‐ Spatial structures Stahlhochbau ‐ Steel buildings |