Open Access
Issue
E3S Web Conf.
Volume 97, 2019
XXII International Scientific Conference “Construction the Formation of Living Environment” (FORM-2019)
Article Number 04032
Number of page(s) 12
Section Reliability of Buildings and Constructions
DOI https://doi.org/10.1051/e3sconf/20199704032
Published online 29 May 2019
  1. Karpenko N I, Karpenko S N (2012) Practical method of calculating reinforced concrete slabs for loading under various schemes. Concrete and reinforced concrete ed 5 pp. 10-16. [Google Scholar]
  2. Kodysh E N, Trekin N N, Nikitin I K (2011) Design of precast floor stab sections under increased loads. Industrial and Civil Engineering ed 2 pp. 24-26. [Google Scholar]
  3. Klevtsov V A, Bolgov A N (2005) The actual work of the nodes of the beamless capless flat slab with columns during loading. Concrete and reinforced concrete ed 3 pp. 17-19. [Google Scholar]
  4. Krasnoshchekov Y V, Komlev A A (2011) The strength of the beamless slab in the areas of connection with columns. Concrete and reinforced concrete ed 1 pp. 25-27. [Google Scholar]
  5. Silantyev A S (2009) The VI International Conference of Students’ and Young Scientists’ works Problems of accounting for the actual node operation of beamless flat reinforced concrete slabs with columns. Basic science development prospects. (Publishing house of Tomsk Polytechnic University) pp. 726-729. [Google Scholar]
  6. Trekin N N, Pekin D A (2014) The hidden metal capitals of beamless slabs. Industrial and Civil Engineering ed. 7 pp. 17-20. [Google Scholar]

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