* Volgodonsk Engineering Technical Institute the branch of National Research Nuclear University “MEPhI”,
Lenin St., 73/94, Volgodonsk, Rostov region, Russia 347360
¹ e-mail: yipimshin@mephi.ru
ORCID: 0000-0001-6610-8725
WoS ResearcherID: J-6791-2017
³ e-mail: SMBurdakov@mephi.ru
ORCID iD: 0000-0002-8599-6008
WoS ResearcherID: F-6903-2017
⁴ e-mail: Jur-rik@mail.ru
ORCID iD is  0000-0003-1856-5221
Your ResearcherID is: V-3311-2017
^** Don state technical university,
Gagarina Sq., 1, Rostov-on-Don, Rostov region, Russia, 344000
² e-mail: geodez@aaanet.ru
ORCID: 0000-0002-7512-4687
WoS ResearcherID: J-7170-2017

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[5] Pimshin Yu.I., Klyushin E.B., Medvedev V.N., Gubeladze O.A., Naugolnov V.A., Zayarov Yu.V., Zabaznov Yu.S. Diagnostika tekhnicheskogo sostoyaniya tekhnicheskogo sostoyaniya zashchitnykh obolochek AES [Diagnosis of the Technical Condition of the Nuclear Power Plant Protective Shells] [Geodesy and Aerophotography], 2016, №4, ISSN 0536-101Х, p. 55–59. (in Russian)

[6] Pimshin Yu.I., Medvedev V.N., Naumenko G.A., Naugol'nov V.A., Zabaznov Yu.S. Otsenka napryazhenno-deformirovannogo sostoyaniya zashchitnykh germetichnykh obolochek na primere blokov Rostovskoy AES [Estimation of the Stress-Strain State of Protective Hermetic Shells on the Example of Rostov NPP Units] [Geodesy and Aerophotography], 2017, №3, ISSN 0536-101Х, p. 36–42. (in Russian)

[7] Pimshin Yu.I., Zabaznov Yu.S., Kiril'chik L.F. Analiz raboty stroitelnykh elementov germetichnoy obolochki AES pri ee prednapryazhenii i ispytanii [Analysis of the Work of Building Elements of the Nuclear Power Plants Hermetic Shell during its Prestressing and Testing] [E-journal “Engineering journal of Don”], 2014, №1. – Available at: http:// ivdon.ru/ru/magazine/archive/n1y2014/2263. (in Russian)

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[9] Pimshin Yu.I., etc. Sposob opredeleniya deformatsionnykh kharakteristik sooruzheniy [Way of Definition of Construction Deformation Characteristics]. Patent RF, №2426089, 2011. (in Russian)

[10] Pimshin Yu.I., etc. Sposob opredeleniya deformatsionnykh kharakteristik  zashchitnoy germetichnoy obolochki [Way of Definition of Deformation Characteristics of a Protective Tight Cover]. Patent RF, №2546990, 2015. (in Russian)

[11] Pimshin Yu.I., etc. Sposob otsenki ekspluatatsionnoy nadezhnosti zashchitnoy germetichnoy obolochki reaktornogo otdeleniya AES [Method for Assessing the Operational Reliability of the Protective Hermetic Shell of the Nuclear Power Plant Reactor Compartment]. Patent RF, № 2577555, 2016. (in Russian)

[12] Programma naturnyh nablyudenij za zashhitnoj obolochkoj energobloka №3 Rostovskoj AES v period vozvedeniya, prednapryazheniya, priyomo-sdatochnyx ispytanij i ekspluatacii [The program of natural supervision over the Rostov NPP power unit № 3 protective cover during construction, pretension, acceptance tests and operation]. M. Pub. OAO «Atomtexenergo» [JSC Atomtekhenergo], 2011. (in Russian)

[13] Normy proektirovaniya zhelezobetonnyh konstrukcij lokalizuyushhih sistem bezopasnosti atomnyh stancij. PNAE G-10-007-89 [Norms of design of ferroconcrete designs of the localizing security systems of nuclear power plants. PNAE G-10-007 - 89]. Pub. Gospromatomnadzor SSSR [Gospromatomnadzor of the USSR], 1991. (in Russian)

[14] Medvedev V.N., Ulyanov A.N., Strizhov V.F., Kiselev A.S. Analiz rezultatov predvaritelnogo napryazheniya zashhitnoj obolochki e'nergobloka № 3 Rostovskoj AES [Analysis of results of preliminary tension of a protective cover of the Rostov NPP power unit № 3]. Bezopasnost, effektivnost i ekonomika atomnoj energetiki [Safety, efficiency and economy of nuclear power]: tez. Devyatoj mezhdunar. nauch.-tehn. konf.: plenarnye i sekcionnye doklady. – MNTK [theses of the IX international scientific and technical conference: plenary and section reports] – 2014, Moscow, May 21–23, 2014. M. 2014, pp. 290–295. (in Russian)

[15] Karpenko N.I. Obshhie modeli mexaniki zhelezobetona [General models of mechanics of reinforced concrete]. M. Pub. Strojizdat [Stroyizdat], 1996, ISBN 5-274-01682-0, 416 p. (in Russian)