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, No. 2 , 2017 , pp. 4 – 51 . [18] Sokol M. , Venlar M. System identification of a composite beam , Pollack Periodica , Vol. 12

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, pages 1 – 12 . [37] Sokol M. , Venglár M. System identification of a composite beam , Pollack Periodica , Vol. 12 , No. 3 , 2017

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Pollack Periodica
Authors: Peter Michalek, Jakub Kralovanec, and Jan Bujnak

this type of composite structures. The suitable method to found the shear connection properties could be full-scale composite beam tests, but quite a time-consuming and rather costly [ 1 ]. Therefore push-out test were implemented in the research [ 2

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Cells and building structures. Part I.

Cells – point-like, line-like and surface-like bodies – building structures

International Review of Applied Sciences and Engineering
Author: Géza Lámer

straps, – composite section steel pillar welded from sections, – trussed column, – cambered composite beam, – castellated steel beams welded from sections, – planar truss beam or arch, – widened beam from steel sections with pallets, – widened beam from

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. Fragiacomo , R. Gutkowsky , R. Atadero , and P. Ivanyi , “ Low-to-high cycle fatigue behavior of wood-concrete composite beams with notched interlayer connections ,” Pollack Period. , vol. 8 , no. 1 , pp. 3 – 14 , 2013 . 10.1556/Pollack.8

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