[1]
L.S. Volmir, Stability of deformable systems, M .: Nauka. (1960) 984.
Google Scholar
[2]
I.G. Lyudkovsky, V.A. Ivanov, Hanging coverings in the form of thin-sheet membranes, Spatial structures of buildings and structures, Issue 1, M .: Stroyizdat. (1991) 90-94.
Google Scholar
[3]
V.P. Ilin, V.V. Karpov, A.M. Maslennikov, Numerical methods for solving problems in structural mechanics, Minsk. Higher school. (1990) 349 p.
Google Scholar
[4]
S.R. Razzakov, Nonlinear deformation of reinforced concrete composite shells under prolonged action of loads, Spatial structures of buildings and structures. Issue 7 (1991) 54-58.
Google Scholar
[5]
A.A. Gvozdev, Calculation of the bearing capacity of structures by the method of limiting equilibrium, M .: Stroyizdat (1949) 280.
Google Scholar
[6]
A.R. Rzhanitsyn, Composite rods and plates, M .: Stroyizdat. (1986) 316.
Google Scholar
[7]
V.G. Eremeev, V.M. Kartvelashvili, Calculation and optimization of round membrane coverings, Structural mechanics and calculation of structures. 1 (1984) 16-21.
Google Scholar
[8]
S.R. Razzakov, Composite reinforced concrete shells of building coatings under conditions of long-term operation and seismic effects. – Tashkent, Publishing house of the Academy of Sciences of the Republic of Uzbekistan. Fan. (2004) 380.
Google Scholar
[9]
Kh.S. Razzakov, Load-carrying capacity of reinforced concrete plates of shells on the flat contour, Conference proceedings I international Azerbayjan-Ukraina BUILDING INNOVАTIONS-2018, pp.189-191, Baki-PolMTU.
Google Scholar
[10]
G.L. Vatulya, A.A. Shevchenko, Limit state of steel-concrete round slabs in normal section, Building structures, Kiev. Issue 78 (2013) 137-143.
Google Scholar
[11]
R.V. Voronkov, Reinforced concrete structures with sheet reinforcement, Leningrad, Stroyizdat. (1975) 144.
Google Scholar
[12]
S.R. Razzakov, Kh.S. Razzakov, J.S. Razzokov, Limit state of steel reinforced concrete round plates in the operational stage, Modeling and methods of structural analysis, JOP Conf. Series: Journal of Physics: Conf: Series: 1425 (2020) 012101, doi: 10.1088 / 1742-6596 / 1425/1/012101.
DOI: 10.1088/1742-6596/1425/1/012101
Google Scholar
[13]
Kh.S. Razzakov, Long-term operation of a round membrane at large deflections, Uzbek Journal Problems of Mechanics, 2002, no. 2, pp.34-37.
Google Scholar
[14]
X.S. Razzakov, Zh.S. Razzakov, Method of initial creep parameters for calculating bar and plate structures, Kiev, NIISK, Budivelny constructions Vipusk. 78 (2013) 596-602.
Google Scholar
[15]
Kh.S. Razzakov, Zh.S. Razzakov, G.S. Fridman, Calculation of guarded and lamellar structures by the method of initial parameters of odority, Savory problems of calculating reinforced concrete structures of buildings and structures for emergency impacts, M .: MGSU (2016) 488-492.
Google Scholar
[16]
Kh.S. Razzakov, Calculation of steel-concrete round slabs by limiting states, Innovative technologies in construction, Scientific works of the republican scientific and technical with the participation of foreign scientists, Tashkent. Issue 14 (2019) 83-85.
Google Scholar
[17]
I.G. Lyudkovsky, M.A. Ivanov, A.V. Gastiuta, Experimental and theoretical studies of a hanging shell with sheet reinforcement, Spatial structures of buildings and structures, M.: Stroyizdat. Issue 7 (1991) 99-103.
Google Scholar
[18]
K. Ismailov, Round plates. Tashkent. Mashhur Prees (2017) 168.
Google Scholar
[19]
M.A. Lyudkovsky, S.A. Manvelov, A.E. Sutyagin, Reinforced concrete hanging shells concreted on a plane, Investigation of reinforced concrete thin-walled spatial structures. M: NIIZhB. (1991) 60-71.
Google Scholar
[20]
A.S. Grigoriev, Investigation of the operation of a circular membrane at large deflections beyond the elastic limit, Engineering prefabricated. Publishing house AN. (1980) 99-12.
Google Scholar