Frames with unique global and local imperfection in the shape of the elastic buckling mode (Part 1)

Author:

Chladný Eugen,Stujberová Magdalena

Publisher

Wiley

Subject

Metals and Alloys,Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference14 articles.

1. Faltus , F. The safety of elastically supported compressed chords (in Czech: Bezpečnost tlačených páů poddajně podepřených). In: Stability of angle chords (in Czech: Stabilita lomených páů). Transactions of the Czechoslovak Academy of Sciences, Vol. 65 (1955), Series TV, No. 1, pp. 59-65.(in Czech: ROZPRAVY ČESKOSLOVENSKÉ AKADEMIE VĚD, Ročník 65, Řada TV, Sešit 1, 1955; pp. 59- 65).

2. Chladný , E. Nosnost’ tlačených pásov otvorených mostov (Buckling Resistance of Compressed Chords of Pony Truss bridges). PhD Thesis , SVŠT Bratislava, 1958.

3. Chladný , E. Vzper pružne podopretých prútov (Buckling of Elastically Supported Columns). Habilitation Thesis. SVŠT Bratislava, 1974.

4. Sadovský , Z. Ďuricová , A. Ivančo , V. Kriváček , J. Imperfection measures of eigen- and periodic modes of axially loaded stringer-stiffened cylindrical shell. Proc. IMechE, 224(G), Journal of Aerospace Engineering (2010), pp. 601-612.

5. Chladný , E. Nachweise der Querrahmen von Fachwerktrogbrücken mit offenem Querschnitt nach EC 3-2 und STN 73 6205. In: Entwurf, Bau und Unterhaltung von Brücken im Donauraum, eds. Zilch, K., Albrecht, G., Swaczyna, A., Weber, J., Local Organization Committee, International Association for Bridges across the Danube. Düsseldorf: Springer-VDI-Verlag GmbH & CO.KG1998; S. 146-152.

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