1. SNIP II-7-81*. Construction in seismic regions. Design regulations. - Moscow: CNS 2003 - 93 p. (in Russian).
2. A. Bubis A.A., Yun A.J., Petryashov S.O., Petryashov N.O. Method of calculation of the building with seismic isolation system in the form of rubber-metal supports // Seismic construction. Security structures. 2012. № 2. P. 31-35. (in Russian).
3. Rumyantsev E.V., Belugina E.A. Construction modeling of Adler railway terminal station with a seismic isolation system // Civil Engineering Journal. 2012. № 1 (27). P. 22-30 (rus). [
DOI:10.5862/MCE.27.3]
4. Herrera I., Bielak J. Soil-structure interaction as a diffraction problem. In Proceedings of the 6th World Conference on Earthquake Engineering, vol. 2., 1467 - 1472, New Delhi, India, 1977.
5. Mkrtychev O.V., Dzhinchvelashvili G.A. Problems of the account in the theory of seismic stability of nonlinearities (hypothesis and misconceptions). - Moscow: MSUCE, 2012 - 192 p (in Russian).
6. LS-DYNA. Keyword user's manual. Volume I, II. Livermore Software Technology Corporation (LSTC).
7. Catalogue on lead rubber bearings series LRB. «FIP Industrial S.P.A.»