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Geometric characteristics of the deformation state of the shells with orthogonal coordinate system of the middle surfaces
Ivanov V.N., Shmeleva A.A.
Accounting for geometric nonlinearity in finite element strength calculations of thin-walled shell-type structures
Klochkov Y.V., Nikolaev A.P., Ishchanov T.R., Andreev A.S., Klochkov M.Y.
Numerical Simulation of Large Plastic Deformations and Free Flight of a Beam After Impact with a Rigid Stop
Shtein A.V., Zylev V.B.
THE CREEP OF CONCRETE AND ITS INSTANTANEOUS NONLINEARITY OF DEFORMATION IN THE STRUCTURAL CALCULATIONS
Sanzarovsky R.S., Manchenko M L.N.
MODELING OF THE STRESS-STRAIN STATEOF STRENGTHENED BEAM SYSTEMS
Ubaydulloye M.N., Serazutdinov M.N.
THE PROBLEMS OF THE CREEP THEORY
Sanzarovsky R.S.
NUMERICAL MODELING OF DEFORMATIONS OF THE INHOMOGENEOUS VISCOELASTOPLASTIC SOIL FOUNDATION
Kurachka K.C.
ELASTIC AND PLASTIC DEFORMATION OF STRENGTHENED FERRO-CONCRETE CONSTRUCTIONS
Serazutdinov M.N., Ubaydulloyev M.N.
INCREASING OF THE LOAD-CARRING CAPACITY IN THE STRENGTHENED LOADED STRUCTURES
SERAZUTDINOV M.N., UBAYDULLOEV M.N., ABRAGIM K.A.
MECHANISMS OF DESTRUCTION OF ROCKS UNDER DRILLING
SINEV S.V.
CALCULATION OF STATICALLY INDETERMINABLE STRUCTURES STRENGTHENED BY THE METHOD OF REDISTRIBUTION OF STIFFNESS
Ubaydulloyev M.N.
DESTRUCTION OF ROCKS WITH FORMATIONOF FLAT CRACK
Sinev S.V.
EXPERIMENTAL STUDIES OF DEFORMATION OF REINFORCED CONCRETE STRUCTURES SUBJECTED TORSION AND BENDING
DEMYANOV A.I., KOLCHUNOV V.I., POKUSAEV A.A.
PARAMETERS OF ROCK STRUCTURES FOR UNDERGROUND ORE MINING
RAZORENOV Y.I., DZERANOV B.V.
CREEP OF POLYTETRAFLUOROETHYLENE UNDER VARIOUS LOADING CONDITIONS
Ogorodov L.I., Nickolaeva I.P., Yakovleva E.L., Fominykh O.V.
Insolvent ways of development of the modern theory of reinforced concrete
Sanjarovsky R.S., Ter-Emmanuilyan T.N., Manchenko M.M.
Determination of parameters of plastic deformation of elliptic membranes
Galimov N.K., Yakupov S.N.
Method of full discretization in joint calculation in time of the system “construction - foundation - soil”
Ter-Emmanuilyan T.N., Polumordvinov I.O.
NONLINEAR DEFORMATION OF CIRCULAR PLATES, PIVOTALLY SUPPORTED ON THE SUPPORT RING AND LOADED BY A DISTRIBUTED FORCE ALONG THE EDGE
GALIMOV N.K.
Variants of determining correlations of deformation theory of plasticity in the calculation of shell of rotation on the basis of finite element method
Klochkov Y.V., Nikolaev A.P., Vakhnina O.V., Klochkov M.Y.
Experimental Study of High-Temperature Exposure Effect on Reinforcement-Concrete Bond in Corrosion-Damaged Reinforced Concrete
Tamrazyan A.G., Baryak D.S.
Theory of the calculation of the reinforced concrete and inconsistency it to Eurocode
Sanjarovskiy R.S., Sieber F., Ter-Emmanuilyan T.N., Manchenko M.M., Musabaev T.T., Gadzhiev M.A.
Damage analysis and assessment of the impact of damage on the operation of supporting structures of oil refining tube furnaces
Golikov A.V., Subbotin D.I.
The theory of calculation of reinforced concrete structures and the principles of the Eurocode
Sanzharovskiy R.S., Sieber F., Ter-Emmanuilyan T.N.
The economic feasibility of taking into account the joint work of load-bearing and enclosing elements in large-span wooden spatial structures
Pyatikrestovsky K.P., Sokolov B.S.
Determination of the survivability parameters of a reinforced concrete spatial frame operating under conditions of a complex stress state
Osovskikh O.E., Osovskikh E.V., Travush V.I.
Analysis of the field studies of the foundation deformations and total draft of the Boguchansk HPP concrete dam
Yuriev S.V.
Calculation of the formation of normal cracks in a reinforced concrete element based on the deformation theory of plasticity of concrete by G.A. Geniev
Vu N.T., Fedorova N.V.
Theory of short-term and long-term resistance of structures based on the principle of plastic fracture
Beglov A.D., Sanzharovskiy R.S., Ter-Emmanuilyan T.N.
Mechanical properties of fine-grained carbonate concretes with a complex additive, including fine limestone filler and superplasticizer
Belov V.V., Kuliaev P.V., Barkaya T.R.
Elastic-plastic analysis of shells by variational method on the basis of high-degree polynomials
Khayrullin F.S., Sakhbiev O.M.
Modern Theory of Creep of Reinforced Concrete
Beglov A.D., Sanjarovskiy R.S., Ter-Emmanuilyan T.N.
Long-Term Operation of Reinforced Concrete Frame on Deformable Soil Base Considering Loading and Exposure Conditions
Berlinov M.V.
1 - 33 of 33 Items

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