Optimization of the box section of the main girder of the bridge crane with the rail placed above the web plate

Author:

Savković Mile M.,Gašić Milomir M.,Ćatić Dobrivoje M.,Nikolić Ružica R.,Pavlović Goran V.

Publisher

Springer Science and Business Media LLC

Subject

Control and Optimization,Computer Graphics and Computer-Aided Design,Computer Science Applications,Control and Systems Engineering,Software

Reference28 articles.

1. Blum A, Haremski K (2010) An influence of technological contraflexure of crane bridges on its durability. Transp Probl 5(1):5–14

2. Catalogues (1996) And as-built projects of Serbian crane manufacturers. IMK 14 Oct., MIN, ILR

3. European norm “prEN 13001–3–1 (2010) Cranes – General design – Limit states and proof of competence of steel structures”

4. Farkas J (1984) Optimum design of metal structures. Akademiai KIADO, Budapest

5. Farkas J (1986) Economy of higher-strength steels in overhead travelling cranes with double-box girders. J Construct Steel Res 6:285–301

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