1. Mkrtychev, O.V., Andreev, M.I.: Estimation of the value of the coefficient of permissible damages for a frame-bonded reinforced concrete frame under earthquake. Promysh/ennoe i grazhdanskoe stroite/’stvo [Ind. Civ. Eng.] 9, 34–40 (2020)
2. Sosnin, A.V.: Features of assessing the lack of seismic resistance of reinforced concrete frame buildings by nonlinear static analysis in sap2000. Tehnicheskoe regulirovanie v transportnom stroitel’stve 6(14), 97–110 (2015)
3. Dzhinchvelashvili, G.A., Bulushev, S.V., Kolesnikov, A.V.: Nonlinear static method of analysis of seismic resistance of buildings and structures. Earthq. Eng. Constr. Saf. 5, 139–147 (2016)
4. Sosnin, A.V.: About refinement of the seismic-force-reduction factor (K1) and its coherence with the concept of seismic response modification in formulation of the spectrum method (in order of discussion). Vestnik grazhdanskih inzhenerov 1, 92–116 (2017)
5. Sosnin, A.V.: About a refinement procedure of seismic-force-reduction factor K1 using a pushover curve for earthquake-resistance estimation of RC LSC frame buildings. Zhilishhnoe stroitel’stvo 1–2, 60–70 (2017)