Poltava: PoltNTU im. Yu. Kondratiuka [in Ukrainian].
[5] Suuraskola, P. (2013). Tehnologicheski usovershenstvovannyiy produkt ot
kompanii Peikko – trosovaya petlya PVL [Technologically advanced product from the
company Peikko – rope loop PVL]. Zhilischnoe stroitelstvo ‒ Housing construction,
Vol. 2, pp. 21-25 [in Russian].
[6] Rrekomendatsii po raschetu i konstruirovaniyu zhilyih krupnopanelьnyih
domov s primeneniem bessvarnyih vertikalьnyih i gorizontalьnyih styikov na
trosovyih petlevyih soedineniyah i mnogopustotnyimi plitami bezopalubochnogo
formovaniya [Recommendations for calculation and design of residential large-panel
houses with application vertical and horizontal no-welding joints at wire cable loop
connections and no formwork multi-hollow plates]. (2012), STO 36554501-026-2012
from 27th January 2012. Moscow: NIIZhB im. A. A. Gvozdeva [in Russian].
[7] Jørgensen, H.B. & Hoang, L.C. (2015). Load carrying capacity of keyed joints
reinforced with high strength wire rope loops. Proceedings of fib Symposium 2015:
Concrete – Innovation and Design.
[8] Joergensen, H.B., Hoang, L.C. & Hagsten, L.G. (2017). Strength of precast
concrete shear joints reinforced with high-strength wire ropes. Institution of Civil
Engineers. Proceedings. Structures and Buildings, Vol. 170(3), pp. 168-179.
[9] Dovzhenko, O., Pogrebnyi, V., Yurko, I., Shostak, I. (2017). The bearing
capacity experimental determination of the keyed joints models in the transport
construction, Web of Conferences, Vol. 116.
[10] Lazovskiy, A.D. (2013). Osobennosti rabotyi mnogopustotnyih plit
perekryitiy bezopalubochnogo formovaniya s platformennyimi styikami [Features of
the work of hollow-core slabs of no formwork with platform joints]. Vestnik
Polotskogo gosudarstvennogo universiteta. Seriya F: Stroitelstvo. Prikladnyie Nauki.
Stroitelnyie konstruktsii ‒ Bulletin of Polotsk State University. Series F: Construction.
Applied Science. Building construction, Vol. 16, pp. 45-50 [in Russian].
[11] Blazhko, V.P. (2013). O primenenii mnogopustotnyih plit
bezopalubochnogo formovaniya v panelnyih i karkasnyih zdaniyah [On the use of
hollow-core slabs of no formwork in panel and frame buildings]. Zhilischnoe
stroitelstvo ‒ Housing construction, Vol. 10, pp. 7-10 [in Russian].
[12] Dovzhenko, O.A., Pohribnyi, V.V. & Karabash, L.V. (2018). Effective
Keyed Connections Of Hollow-Core Floor Slabs With Walls In Modern Large-Panel
House Building, Science & Technique, 17(2), pp. 146-156.
[13] Mordich, A. I., Vigdorchik, R. I., Belevich,V. N. & Zalesov A. S. (1999),
Novaya universalnaya karkasnaya sistema mnogoetazhnyih zdaniy [New universal
frame system of multi-storey buildings], Beton i zhelezobeton ‒ Concrete and
Reinforced Concrete, Vol. 1, pp. 2-4 [in Russian].
- 37 -