Search

Issue
Title
Authors
CONSTRUCTION OF A TRIANGULAR FINITE ELEMENT FOR THIN SHELL CALCULATION ON THE BASE OF THE LIMIT SCHEME OF FINITE ELEMENT ANALYSIS
Serpik I.N., Udalov S.E., Serpik L.G.
LABORATORY RESEARCH OF DEFORMATIONS IN THE LOWER BYEF ON THE EXAMPLE OF THE RYBINSK WATER-ENGINEERING SYSTEM
Gritsuk I.I., Ionov D.N., Debolsky V.K., Maslikova O.Y.
DESTRUCTION OF ROCKS WITH FORMATIONOF FLAT CRACK
Sinev S.V.
MOISTURE ELASTICITY OF INHOMOGENEOUS THICK-WALLED HOLLOW BALL UNDER NONSTATIONARY HUMIDITY CONDITIONS
Avershyev V.I., Avershyev A.S.
EVALUATION OF THE COEFFICIENT OF TRANSVERSE DEFORMATION AT THE AXIAL-SYMMETRIC DEFORMATION OF CONTINUOUS MEDIUM
BAKUSHEV S.V.
Method of full discretization in joint calculation in time of the system “construction - foundation - soil”
Ter-Emmanuilyan T.N., Polumordvinov I.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.T., Fedorova N.V.
Analysis of the field studies of the foundation deformations and total draft of the Boguchansk HPP concrete dam
Yuriev S.V.
STRESS RELAXATION OF REINFORCED CONCRETE BEAM UNDER AXIAL LOAD
Vasil'kova N.T., BAShKATOVA M.E., LARIONOV E.A.
LONG BEARING CAPACITY OF WOODEN STRUCTURES
Varenik A.S., Varenik K.A.
PARAMETERS OF ROCK STRUCTURES FOR UNDERGROUND ORE MINING
RAZORENOV Y.I., DZERANOV B.V.
Determination of parameters of plastic deformation of elliptic membranes
Galimov N.K., Yakupov S.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.
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.
CALCULATION OF STATICALLY INDETERMINABLE STRUCTURES STRENGTHENED BY THE METHOD OF REDISTRIBUTION OF STIFFNESS
Ubaydulloyev M.N.
MODELING OF THE STRESS-STRAIN STATEOF STRENGTHENED BEAM SYSTEMS
Ubaydulloye M.N., Serazutdinov M.N.
AN ACTION OF HARMONIC WAVES ON CYLINDRICAL LAYERS WITH LIQUID
Safarov I.I., Akhmedov M.S., Boltaev Z.I.
EXPERIMENTAL STUDIES OF DEFORMATION OF REINFORCED CONCRETE STRUCTURES SUBJECTED TORSION AND BENDING
DEMYANOV A.I., KOLCHUNOV V.I., POKUSAEV A.A.
System of insufficiency of the modern theory of long-term resistance of reinforced concrete and designers’ warnings
Sanzharovsky R.S., Manchenko M.M., Hadzhiev M.A., Musabaev T.T., Ter-Emmanuilyan T.N., Varenik K.A.
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.
The theory of calculation of reinforced concrete structures and the principles of the Eurocode
Sanzharovskiy R.S., Sieber F., Ter-Emmanuilyan T.N.
MECHANISMS OF DESTRUCTION OF ROCKS UNDER DRILLING
SINEV S.V.
ELASTIC AND PLASTIC DEFORMATION OF STRENGTHENED FERRO-CONCRETE CONSTRUCTIONS
Serazutdinov M.N., Ubaydulloyev M.N.
AN ACCOUNT OF RIBS, THAT DON'T COINCIDE WITH LINES OF PRINCIPAL CURVATURES, IN A SHELL ANALYSIS BY VARIATIONAL-DIFFERENCE METHOD
Kushnarenko I.V.
ERRORS OF INTERNATIONAL STANDARDS ON REINFORCED CONCRETE AND RULES OF THE EUROCODE
SANZHAROVSKIJ R.S., MANCHENKO M.M.
Experimental Study of High-Temperature Exposure Effect on Reinforcement-Concrete Bond in Corrosion-Damaged Reinforced Concrete
Tamrazyan A.G., Baryak D.S.
Numerical modeling of nonlinear deformation processes for shells of medium thickness
Sagdatullin M.K.
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.
EXPERIMENTAL-AND-THEORETICAL STUDY OF THE STRESS-STRAIN STATE OF THE FERRONCONCRETE ARCH UNDER HIGHWAY BRIDGE
Safronov V.S., Zazvonov V.V.
THE ANALYSIS OF THE STRESS-STRAIN STATE OF THE INTERSECTING CYLINDRICAL SHELLS FOR THE ELASTO – PLASTIC DEFORMATIONS WITH A VIEW OF GEOMETRICAL NONLINEARITY
Kositsyn S.B., Than H.L.
THE CREEP OF CONCRETE AND ITS INSTANTANEOUS NONLINEARITY OF DEFORMATION IN THE STRUCTURAL CALCULATIONS
Sanzarovsky R.S., Manchenko M L.N.
Insolvent ways of development of the modern theory of reinforced concrete
Sanjarovsky R.S., Ter-Emmanuilyan T.N., Manchenko M.M.
Numerical Simulation of Large Plastic Deformations and Free Flight of a Beam After Impact with a Rigid Stop
Shtein A.V., Zylev V.B.
Methodology for determining progressing ultimate states based on the displacement method
Stupishin L.Y., Nikitin K.E., Moshkevich M.L.
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.
USING OF RESTORING GRAVITATIONAL EFFECT IN EARTHQUAKE - RESISTANT FACILITIES ON KINEMATIC SUPPORTS
Borodin L.A., Timofeeva T.V.
RESEARCHING THE PROCESS OF HOLLOW PROFILE SETTING- PRESSING OF A COMPOSITE MATERIAL BASED ON METALLIC POWDERS
Kokhan L.S., Shul'gin A.V., Мorozov Y.А., Belelyubskiy B.F., Morozova Е.V.
CREEP OF POLYTETRAFLUOROETHYLENE UNDER VARIOUS LOADING CONDITIONS
Ogorodov L.I., Nickolaeva I.P., Yakovleva E.L., Fominykh O.V.
Modern Theory of Creep of Reinforced Concrete
Beglov A.D., Sanjarovskiy R.S., Ter-Emmanuilyan T.N.
Strengthening of damping properties after initial plastic deformation: static and dynamic tests
Zylev V.B., Platnov P.O.
Geometric characteristics of the deformation state of the shells with orthogonal coordinate system of the middle surfaces
Ivanov V.N., Shmeleva A.A.
DEVELOPMENT OF METHODS OF ESTIMATION OF DURABILITY OF SLOPING SECTIONS OF ON THE ROAD REINFORCED CONCRETE CONSTRUCTIONS
Bondarenko V.M., Migal R.E.
THE PROBLEMS OF THE CREEP THEORY
Sanzarovsky R.S.
Superposition principle as the fundamental error of the creep theory and standards of the reinforced concrete
Sanzharovsky R.S., Ter-Emmanuilyan T.N., Manchenko M.M.
Long-Term Operation of Reinforced Concrete Frame on Deformable Soil Base Considering Loading and Exposure Conditions
Berlinov M.V.
Elastic-plastic analysis of shells by variational method on the basis of high-degree polynomials
Khayrullin F.S., Sakhbiev O.M.
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.
STRAINS SUPERPOSITION PRINCIPLE WHEN CONSTRUCTION ELEMENTS HAVE STRUCTURAL DAMAGES
Larionov E.A., Bondarenko V.M.
NON-LINEAR HEREDITARY CREEP THEORY
Sanzharovskij R.S.
THE FINITE ELEMENT STRESS STATE ANALYSIS OF UNDERGROUND HYDRAULIC ERECTIONS TAKING INTO ACCOUNT THE ANISOTROPY OF THE MEDIUM
BAUTDINOV D.T., DJAMALUDINOV M.M.
The study of marginal deformations of the leaf extracts with regard to plastic thinning and destruction of the material
Morozov Y.A.
Strength Model for Concrete in Near-Reinforcement Region
Kolchunov V.I., Fedorova N.V., Iliushchenko T.A.
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.
1 - 53 of 53 Items

Search tips:

  • Search terms are case-insensitive
  • Common words are ignored
  • By default only articles containing all terms in the query are returned (i.e., AND is implied)
  • Combine multiple words with OR to find articles containing either term; e.g., education OR research
  • Use parentheses to create more complex queries; e.g., archive ((journal OR conference) NOT theses)
  • Search for an exact phrase by putting it in quotes; e.g., "open access publishing"
  • Exclude a word by prefixing it with - or NOT; e.g. online -politics or online NOT politics
  • Use * in a term as a wildcard to match any sequence of characters; e.g., soci* morality would match documents containing "sociological" or "societal"

Согласие на обработку персональных данных

 

Используя сайт https://journals.rcsi.science, я (далее – «Пользователь» или «Субъект персональных данных») даю согласие на обработку персональных данных на этом сайте (текст Согласия) и на обработку персональных данных с помощью сервиса «Яндекс.Метрика» (текст Согласия).