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CALCULATED RESEARCH FOR CLARIFYING PHYSICAL AND MECHANICAL CHARACTERISTICS OF THE HYDRAULIC STRUCTURES BEDROCK FOUNDATION, MADE ON IN-SITU DATA
Shestopalov P.V.
Free vibrations of anisotropic rectangular plate laying on a heterogeneous viscouselastic basis
Haciyev V.C., Mirzoeva G.R., Agayarov M.G.
Static and dynamic analyses of the heightening of concrete face gravel dam Limon (Peru)
Lyapichev Y.P.
Development of the design module of the software and hardware complex to ensure the safety of mutually influencing HPS
Rubin O.D., Antonov A.S., Bellendir E.N., Kobochkina E.M., Kotlov O.N.
Accounting for the filling of the reservoir when calculating the stress-strain state of a concrete dam
Baklykov I.V.
THE FEATURES OF MATHEMATICAL FINITE-ELEMENT MODELING OF THE SYSTEM "NEWLY BUILT CONCRETE STRUCTURES - NON ROCK FOUNDATION"
Rubin O.D., Shestopalov P.V.
SOIL BASEMENT ESTIMATIONS OF THE CROSS-SHAPED ISOLATED FOUNDATIONS
Ivanov S.P., Glushkov A.V.
The software part, the fundamental and organizational structure of the software and hardware complex to ensure the safety of hydraulic and hydropower structures under the construction
Antonov A.S.
Influence of the foundation bed stiffness on the dynamic properties of the building as of a multi-mass cantilever bar
Pshenichkina V.A., Drozdov V.V., Strok S.I.
THE PERFECTION OF A METHOD OF ANALYTICAL ACCURATE DEFINITION OF PHYSIC-AND-MECHANICAL CHARACTERISTICS OF ROCKY AND NOT ROCKY BASES OF HYDROTECHNICAL ERECTIONS ON THE BASIS OF FINITE ELEMENT MODELS WITH THE NATURE DATA TAKEN INTO ACCOUNT
Shestopalov P.V.
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