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