ON ONE NUMERICAL METHOD FOR THE COMPUTING OF SEDIMENTATION OF THE SURFACE OF THE SOIL MASSIVE CAUSED BY THE CONSTRUCTION OF THE SHELL LINING OF THE TUNNEL

by Sergey B. Kosytsyn, Vladimir Y. Akulich
Published 2018-03-01

The definition of the critical buckling load beam model and two-dimensional model of the round cylindrical shell that interact with the soil

by Sergey B. Kosytsyn, Vladimir Yu. Akulich
Published 2019-12-01

ANALYSIS OF STABILITY OF A TRUSS MODEL WITH HARD NODES BASED ON VARIOUS STRESS-STRAIN CURVES

by Sergey B. Kosytsyn, Maxim M. Begichev
Published 2017-12-01

ON COMPUTATIONAL DIFFERENCES OF CRITICAL POINTS ON EQUILIBRIUM CURVE

by Gaik A. Manuylov, Sergey B. Kosytsyn, Maxim M. Begichev
Published 2017-06-01

О ЯВЛЕНИИ ПОТЕРИ УСТОЙЧИВОСТИ ПРОДОЛЬНО СЖАТОЙ КРУГОВОЙ ЦИЛИНДРИЧЕСКОЙ ОБОЛОЧКИ. ЧАСТЬ 1: О ПОСЛЕКРИТИЧЕСКОМ РАВНОВЕСИИ ОБОЛОЧКИ...

by Gaik A. Manuylov, Sergey B. Kosytsyn, Maxim M. Begichev
Published 2016-09-01