[1]
A.M. Mkrtchyan, D.R. Mailyan, Calculations of reinforced concrete colums from high-strength concrete according to the undeformed scheme, Scientific Review. 11 (2013) 72-76.
Google Scholar
[2]
A.M. Mkrtchyan, V.N. Aksenov, D.R. Mailyan, A.M. Blyagoz, M.V. Smorgunova, Features of the high-strength concrete design properties, New technologies. 3 (2013)135-143.
Google Scholar
[3]
A.N. Davidyuk, D.R. Mailyan, G.V. Nesvetaev, Self-sealing high-strength and light concretes on porous filling for effective structures, Technologies of concrete. 1-2 (2011) 57-59.
Google Scholar
[4]
D.R. Mailyan, V.N. Aksenov, N.B. Aksenov, Energy-Efficient Reinforced Concrete Columns Made of Concrete, Grade B90…B140, Advances in Intelligent Systems and Computing. 692 (2018) 536-543.
DOI: 10.1007/978-3-319-70987-1_57
Google Scholar
[5]
D.R. Mailyan, R.L. Mailyan, V.H. Khuranov, Ways of preparation of reinforced concrete constructions with variable prestressing by element length, News of higher education institutions. Construction. 5 (2004) 4-11.
Google Scholar
[6]
D.R. Mailyan, R.L. Mailyan, M.V. Osipov, Reinforced concrete beams prestressing on separate sites, Concrete and reinforced concrete. 2 (2002) 18.
Google Scholar
[7]
V.A. Muradyan., D.R. Mailyan, A.A. Lyapin, V.E. Chubarov Energy-efficiency increase of reinforced concrete columns with recessed working fittings, IOP Conference Series: Earth and Environmental Science 19, "Energy Management of Municipal Transportation Facilities and Transport, EMMFT 2017, p.012032.
DOI: 10.1088/1755-1315/90/1/012032
Google Scholar
[8]
D. R.Mailyan, P.P. Polskoy, H.M. Mervat, K.V. Kurgin,Tthe beams strength of heavy concrete with steel, carbon fiber and composite reinforcement, arranged in two rows, Don Engineering vestnik. 4 (2013) 6-13.
Google Scholar
[9]
P.P Polskoy., M. Hishmah, A. Mihub, The possibility of using round carbon fiber bars as main reinforcement for bending elements, Nauchnoe obozrenie. 6 (2012) 211-213.
Google Scholar
[10]
M. Hishmah, D.R. Mailyan, P.P. Polskoy, A.M. Blyagoz, Bending elements strength and deformability of heavy concrete reinforced with fiberglass and steel fittings, New technologies. 4 (2012) 147-152.
Google Scholar
[11]
P.P Polskoy, D.R. Mailyan, D.A. Dedukh, S.V. Georgiev, Design of reinforced concrete beams in a case of a change of cross section of composite strengthening reinforcement, Global journal of Pure and Applied mathematics. 2 (12) (2016) 1767-1786.
Google Scholar
[12]
P.P. Polskoy, D.R. Mailyan, A.A. Shilov, Z.A. Meretukov, Reinforcement and test schemes of inclined sections of girders with external composite reinforcement, New technologies. 4 (2015) 44-48.
DOI: 10.4028/www.scientific.net/msf.974.633
Google Scholar
[13]
P.P. Polskoy, D.R. Mailyan, Experience in the use of composite materials in strengthening the Aksai car center building. Scientific Review. 12 (3) (2014) 762-765.
Google Scholar
[14]
P.P. Polskoy, S.V. Georgiev, The research program of the compressed reinforced concrete elements strengthened with composite materials on the carbon fiber basis, Scientific Review. 10 (3) (2014) 662-666.
Google Scholar
[15]
P.P. Polskoy, D.R. Mailyan, S.V. Georgiev, V.A. Muradyan, The strength of compressed struc-tures with CFRP materials rein-forcement when exceeding the cross-section size. E3S Web of Conferences. 33 (2018) 02060.
DOI: 10.1051/e3sconf/20183302060
Google Scholar
[16]
P.P. Polskoy, S.V. Georgiev, Characteristics of materials used in the study of short and flexible struts reinforced with carbon fiber, Scientific Review. 10 (2) (2014) 411-414.
Google Scholar
[17]
D.R. Mailyan, P.P. Polskoy, S.V. Georgiev, The design of the framework and struts test circuit, reinforced with carbon fiber, Scientific Review. 10 (3) (2014) 667-670.
Google Scholar
[18]
D.R. Mailyan, P.P. Polskoy, S.V. Georgiev, Techniques of carbon fiber strength and testing of short and flexible struts, Scientific Review. 10 (2) (2014) 415-418.
Google Scholar