Systems. Methods. Technologies 3 (39) 2018

Systems Methods Technologies. V.A. Lyublinsky et al. Experimental study …2018 № 3 (39) p. 154-158 158 20. Рекомендации по проектированию стальных заклад- ных деталей для железобетонных конструкций / НИИЖБ. М.: Стройиздат, 1984. 87 с. 21. Люблинский В.А., Кравчук М.А. Расчет несущих сис- тем многоэтажных зданий (NELPOINTER): программа для ЭВМ. Св. № 2005612299. М.: Роспатент, 2005. References 1. Blazhko V.P. On the determination of the compliance of constraints in the formation of computed models of panel build- ings // Zhilishchnoe stroitel'stvo. 2017. № 3. P. 17-21. 2. Blazhko V.P. Trends in the development of structural sys- tems of panel housing construction // Zhilishchnoe stroitel'stvo. 2012. № 4. P. 43-46. 3. Obozov V.I., Mamaeva G.V. Analysis of dynamic charac- teristics of large-panel buildings according to experimental data // Construction mechanics and calculation of constructions. 2007. № 2. P. 41-48. 4. Tihonov I.N. On the effective design of reinforced concrete elements of large-panel buildings // Zhilishchnoe stroitel'stvo. 2011. № 3. P. 50-54. 5. Bondarenko V.P., Evtushenko A.I. Causes and analysis of damage to large-panel buildings in the period of their operation // Science Review. 2016. № 8. P. 56-63. 6. Artyushin D.V., Shumihina V.A. Experimental and analytical studies of keyed vertical joints of walls of multi-storey buildings // Modelirovanie i mekhanika konstrukcij. 2015. № 2. P. 14-23. 7. Granovskij A.V., Dottuev A.I., Blazhko V.P. Experimental studies of the shear strength and tensile strength of vertical joints of panels using connections from BT-Spannschloss couplers // Industrial and Civil Engineering («PGS»). 2014. № 1. P. 17-20. 8. Sokolov B.S., Mironova Yu.V. Strength and compliance of vertical joints of wall panels using flexible loops // Zhilishchnoe stroitel'stvo. 2014. № 5. P. 60-62. 9. Karyakin A.A., Sonin S.A., Derbencev I.S., Bel'dejko I.A. Experimental studies of vertical key joints of reinforced concrete wall panels with loop flexible connections // Bulletin of South Ural State University. Ser. Construction Engineering and Archi- tecture. 2011. Vyp. 13, № 35. P. 16-20. 10. Chatveera B., Nimityongskul R. Vertical shear strength of joints in prefabricated loadbearing walls // J. Natl. Res. Council Thailand. 1994. P. 11-36. 11. Sarni H. Rizkalla, Reynaud L. Serrette, J. Scott Heuvel, Em- manuel K. Attiogbe. Multiple Shear Key Connections for Precast Shear Wall Panels // PCI JOURNAL, USA. 1989. P. 104-119. 12. Ramin Vaghei, Farzad Hejazi, Hafez Taheri, Mohd Saleh Jaafarb Evaluate Performance of Precast Concrete wall to wall Connection Abang Abdullah Abang Ali // J. APCBEE Procedia. 2014. № 9. P. 285-290. 13. Tomina M.V. Influence of shear bonds on the work of the spatial bearing system of a multi-storey building Tomina // Sys- tems Methods Technologies. 2017. № 2 (34). P. 152-156. 14.Lyublinskij V.A., Tomina M.V. Influence of nonlinear de- formation of bridges on the process of distribution of forces in the bearing elements of the diaphragm // Systems Methods Technolo- gies. 2018. № 2 (38). P. 153-158. 15. Lishak V.I., Gorachek E., Pume D. Strength and rigidity of butt joints of panel structures. Experience of the USSR and Czechoslovakia. M.: Strojizdat, 1980. P. 121-144. 16. GOST 10180-90. Concrete methods of determining the strength of control samples. Vved. 1991-01-01. M.: Standartin- form, 2006. 31 p. 17. GOST 5802-86. Mortars construction test methods. Vved. 1986–01–07. M.: Standartinform, 2008. 19 p. 18. GOST 8829-94. Products made of reinforced concrete and concrete factory made. Methods of loading tests. Rules for eval- uation of strength, rigidity and crack resistance. Vved. 1998–01– 01. M.: MNTKS, 1997. 24 p. 19. Zolotuhin Yu.D. Testing of building structures Minsk: Vyssh. shkola, 1983. 208 p. 20. Recommendations on the design of steel fittings for rein- forced concrete structures / NIIZhB. M.: Strojizdat, 1984. 87 p. 21.Lyublinskij V.A., Kravchuk M.A. Calculation of load- bearing systems of multi-storey buildings (NELPOINTER). Sv. № 2005612299. M.: Rospatent, 2005.