Precast reinforced concrete crossbar of reduced height

Author:

Shepelev Alexander,Pischulev Alexander,Ibatullin Rustam

Publisher

AIP Publishing

Reference20 articles.

1. Beam-column joints in continuous RC frames: Comparison between cast-in-situ and precast solutions

2. N. S. Buhman, and Yu. V. Zhiltsov, “Determination the coefficients of stress distribution in the steel sheet at transverse bend of ferroconcrete beam”, Proceedings of the Samara Scientific Center of the Russian Academy of Sciences, vol. 15, no. 6-2, (2013), pp. 314–317.

3. V. Filatov, Z. Galyautdinov and A. Suvorov, “Elaboration of testing technique of flat slabs on punching shear strength using finite element modeling”, Proc. of 27th Russian-Polish-Slovak seminar, theoretical foundation of civil engineering (27RSP), Rostov-on-Don, 17-21 September 2018, (2018), p. 02048.

4. V. B. Filatov, “Finite element modelling reinforced concrete beam in transverse bending zone”, Proc. of the International Conference on Construction, Architecture and Technosphere Safety, ICCATS 2020, Sochi, 06-12 September 2020, (2020), p. 022066.

5. V. B. Filatov and Z. Sh. Galyautdinov, “Numerical study of the work of reinforced concrete slabs in the punching zone”, Proc. of the 78th All-Russian Scientific and Technical Conference Traditions and innovations in construction and architecture. Construction and construction technologies, edited by M. V. Shuvalov et al, Samara State Technical University, Samara, 19-23 April 2021, (2021), pp. 35–43.

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