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Properties and behavior of light hydrophobic concrete
Kharun M., Ehsani A., Nasimi S., Gebre T.H.
Effect of hydrophobization of airfield coatings on the consumption of deicing reagents2
Averkiev A.A., Vasenin I.E., Efimenko M.N., Pashchenko F.A., Kharkov N.S.
Numerical Simulation of the Restoring Effect from Post-Stress in the Slab of a Cast-in-Situ Reinforced Concrete Frame
Gaidzhurov P.P., Savelyeva N.A., Bris Robin Z.
Investigation of the properties of high-strength steel fiber concrete with a minimum effective fiber content under loads of various durations
Karpenko N.I., Moiseenko G.A.
Determination of Key Quality Indicators of Multilayer Building Structures
Morozova Y.A., Okolnikova G.E., Morozov A.A., Pritykin A.I., Yazyev S.B.
Stages of Resistance of Reinforced Concrete Frames in Accidental Design Situation
Savin S.Y.
TO THE BEST WAY OF TAKING INTO ACCOUNT THE ADDITIONAL STRESSES, ARISING IN WOODEN SPANS WITH REINFORCED CONCRETE SLAB ROADWAY OF HIGHWAY BRIDGES DURING THE REDUCTION OF AMBIENT TEMPERATURE
Salamakhin P.M., Reshetnikov I.V.
Insolvent ways of development of the modern theory of reinforced concrete
Sanjarovsky R.S., Ter-Emmanuilyan T.N., Manchenko M.M.
STRENGTH CRITERIA FOR CONCRETE WITH CORROSION DAMAGE IN COMPLEX STRESS STATE
Klyueva N.V., Androsova N.B., Gubanova M.S.
INVESTIGATION OF DYNAMICS AND LEVEL OF CONCRETE STRENGTH DEVELOPMENT LAID IN STEEL PERMANENT FORMWORK
Gasiev A.A., Beppaev Z.U., Hasauov U.M.
Using Solid Superelements for Nonlinear Analysis of Slab-and-Beam Structures in the PRINS Software
Agapov V.P., Markovich A.S.
Analysis for the efficiency of additional dispersed reinforcement using coconut fiber for a concrete beam with traditional steel bar reinforcement
Chongo P., Shambina S.L., Tembo O.
Results of experimental studies of high-strength fiber reinforced concrete beams with round cross-sections under combined bending and torsion
Travush V.I., Karpenko N.I., Kolchunov V.I., Kaprielov S.S., Demyanov A.I., Bulkin S.A., Moskovtseva V.S.
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.
LINEAR EQUATIONS OF FORCE RESISTANCE AND DIAGRAM σ - ε OF CONCRETE
Bondarenko V.M., Rimshin V.I.
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.
Physical and mathematical modeling of frost resistance for cement concretes
Dobshits L.M.
Analysis of the field studies of the foundation deformations and total draft of the Boguchansk HPP concrete dam
Yuriev S.V.
Thermal processing of fresh concrete with infrared radiation
Svintsov A.P., Cisse A.
Flexural stiffness of lightweight steel-concrete slab panels made of low-density foam concrete
Rybakov V.A.
METHODOLOGY FOR DURABILITY CALCULATION OF REINFORCED CONCRETE STRUCTURES OF HYDROTECHNICAL ERECTIONS STRENGTHENED BY COMPOSITE MATERIALS
Rubin O.D., Lisichkin S.E., Frolov K.E.
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.
PROBLEM OF NUMERICAL ANALYSIS OF DEFORMATION OF BINDED REINFORCED CONCRETE ELEMENTS
Markovich A.S., Abu Makhadi M.I., Miloserdova D.A., Akifeva K.S., Asad M.A.
Influence of the concrete strength and the type of supports on the stress-strain state of a hyperbolic paraboloid shell footbridge structure
Cajamarca-Zuniga D., Luna 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.
ERRORS OF INTERNATIONAL STANDARDS ON REINFORCED CONCRETE AND RULES OF THE EUROCODE
SANZHAROVSKIJ R.S., MANCHENKO M.M.
ESTIMATED RATIONALE AND TECHNICAL SOLUTIONS FOR STRENGTHENING CONCRETE STRUCTURES OF HPP (PSPP) HAVING CRACKS OF DIFFERENT DIRECTIONS, UNDER THE INFLUENCE OF COMPLEX LOADS
Aleksandrov A.V., Rubin O.D., Lisichkin S.E., Balagurov V.B.
Safety assessment of massive buttress dams in the presence of thermal cracks in them
Zimnyukov V.A., Zborovskaya M.I.
Properties of dispersed fibers for efficient concrete reinforcement
Markovich A.S., Miloserdova D.A.
Results of experimental researches of reinforced concrete retaining walls
Rubin O.D., Lisichkin S.E., Pashchenko F.A.
Main results of experimental studies of reinforced concrete structures of high-strength concrete B100 round and circular cross sections in torsion with bending
Travush V.I., Karpenko N.I., Kolchunov V.I., Kaprielov S.S., Dem’yanov A.I., Konorev A.V.
DETERMINATION OF THE STRIPPING STRENGTH OF MONOLITHIC SLABS AND BEAMS
Kuznetsov V.S., Shaposhnikova Y.A.
Predicting the residual life of concrete structures in biocorrosion from the position of the theory of mass transfer
Fedosov S.V., Loginova S.A., Shalygina A.A.
Numerical studies of strength of concrete cylinders for compression
Mkrtychev O.V., Andreev M.I.
IMPROVEMENT OF THE METHOD OF CALCULATION OF INDUSTRIAL LOOP CONNECTIONS OF FITTINGS OF REINFORCED CONCRETE CONSTRUCTIONS OF HYDROELECTRIC POWER STATION AND THE NPP AT THE LIMIT STATE
Klimov E.A., Nikolaev V.B.
Optimization of design solutions of protective structures of erections of nuclear power stations
Sargsyan A.E.
Stability Analysis and Comparison of Conventional Concrete and Expanded Polystyrene Concrete Spherical Shells
Sereke I.A., Rynkovskaya M.I., Damir H.Y.
Stability exposure of building structural systems under environmental damage
Savin S.Y., Fedorova N.V.
Innovation structures of very lean roller compacted concrete dams
Lyapichev Y.P.
Solution of the axisymmetric problem of thermoelasticity of a radially inhomogeneous cylindrical shell by numerical-analytical method and the finite element method
Polyakova L.S., Andreev V.I.
Physical аnd mechanical properties оf basalt-fibered high-strength concrete
Kharun M., Koroteev D.D., Dkhar P., Zdero S., Elroba S.M.
INFLUENCE OF CONSTRUCTION OF TRANSPARENT COVERING ON EFFICIENCY OF CONCRETE HEAT TREATMENT IN SHUTTERING FORMS WITH USING SOLAR ENERGY
KOROTEEV D.D., KHARUN M.
USING PLASTIC HINGES IN THE CALCULATION OF THE BUILDINGS ON THE PROGRESSIVE COLLAPSE UNDER FIRE EXPOSURE
Avetisyan L.A.
THE EFFECT OF THE RATIO OF THE ELASTIC MODULES OF THE "GRAVITY CONCRETE DAM - FOUNDATION" SYSTEM UPON STRESS CONCENTRATION IN THE CONTACT ZONE, AND DISPLACEMENTS OF ADJACENT DAM SECTIONS
Volkov V.I., Golyshev A.I., Uchevatkin A.A., Dmitriev D.S.
THE PERFECTION OF A METHOD OF NUMERICAL MODELING STEEL-AND-REINFORCED CONCRETE PRESSURE WATER PIPES
Bogachenko S.V.
SEISMIC RESISTANCE OF ROLLER COMPACTED CONCRETE DAM
Liapichev Y.P.
SOME GENERAL PROBLEMS OF DEVELOPMENT OF REINFORCED CONCRETE THEORY
Bondarenko V.M.
Stress-Strain State of Steel Fiber-Reinforced Concrete under Compression Taking into Account Unloading from Inelastic Region
Agapov V.P., Markovich A.S., Dkhar P., Golishevskaia D.A.
Numerical calculation of bent reinforced concrete elements of rectangular section in the Abaqus software
Rimshin V.I., Amelin P.A.
Deformation of reinforced concrete frames of multi-storey buildings in extreme conditions under special influences
Kolchunov V.I., Bushova O.B.
A new direction for calculating the strength of bent reinforced concrete elements along inclined sections with an example of calculating an experimental beam
Starishko I.N.
Ductility and flexure of lightweight expanded clay basalt fiber reinforced concrete slab
Galishnikova V.V., Heidari A., Chiadighikaobi P.C., Muritala A.A., Emiri D.A.
Theory of “dissolution” and “condensation” of the physical geometric characteristics of an arbitrary cross-section under the action of torsion with bending
Kolchunov V.I., Demyanov A.I., Naumov N.V.
TRANSFORMATION ELEMENT BETWEEN THE DEPENDENCE OF THE FRAC- TURE MECHANICS AND THE EQUATIONS OF THE REINFORCED CONCRETE THEORY IN THE CONDITIONS OF A COMPLEX RESISTANCE
DEM'YANOV A.I., YAKOVENKO I.A., KOLCHUNOV V.I.
ANALYTICAL MODEL FOR LONG-TERM DEFORMATION OF A REINFORCED CONCRETE ELEMENT WITH CORROSION DAMAGE IN PLANE STRESS STATE AT THE CONTACT AREA BETWEEN CONCRETES OF VARIOUS GRADES
KOLCHUNOV V.I., GUBANOVA M.S., KARPENKO D.V.
ON COMMUNICATION BETWEEN THE LEVEL OF FORCE LOADING AND POWER LOSSES UNDER DEFORMATION OF REINFORCED CONCRETE STRUCTURES
BONDARENKO V.M., YAGUPOV B.A.
STRESS RELAXATION OF REINFORCED CONCRETE BEAM UNDER AXIAL LOAD
Vasil'kova N.T., BAShKATOVA M.E., LARIONOV E.A.
TESTING TECHNIQUE FOR STRUCTURES OF LAYERED REINFORCED CONCRETE WITH CORROSION DAMAGE FOR SHEAR STRENGTH AND SHEAR CRACK RESISTANCE STUDY
KLYUEVA N.V., KARPENKO D.V., KASHCHAVCEV A.A.
Modern Theory of Creep of Reinforced Concrete
Beglov A.D., Sanjarovskiy R.S., Ter-Emmanuilyan T.N.
Effect of gelatin powder, almond shell, and recycled aggregates on chemical and mechanical properties of conventional concrete
Hematibahar M., Esparham A., Vatin N.I., Kharun M.I., Gebre T.H.
Numerical-analytical method in reinforced concrete mechanics
Kolchunov V.I.
Comparative study of finite element methods of calculation of ribbed reinforced concrete floors
Nikitin K.E., Kirsanov O.A.
Case study on structural health assessment for existing reinforced concrete building
Adhikari K.P., Lamichhane G.P., Lamichhane K., Ghimire K.
Improving the compressive strength of lightweight cylindrical concrete column with basalt fiber reinforced polymer acting under imposed load
Chiadighikaobi P.C.
Experimental studies of reinforced concrete structures of hydraulic structures strengthened with composite materials
Frolov K.E.
Stress-strain state investigation of the “YASUNI” shell by bionic architecture methods based on numerical modeling
Alyoshina O.О., Cajamarca Zuniga D.
BORASSUS AETHIOPUM MART OF BENIN USED AS REINFORCEMENT IN CONCRETE: ADHESION CARACTERISATION
SOHOUNHLOUE A.J., GBAGUIDI AISSE G.L., GALIMARD P., SOLBES B.
ERRORS IN THE CONCRETE THEORY AND CREEPMODERN REGULATIONS
Sanzarovsky R.S., Manchenko M.M.
THE FEATURES OF MATHEMATICAL FINITE-ELEMENT MODELING OF THE SYSTEM "NEWLY BUILT CONCRETE STRUCTURES - NON ROCK FOUNDATION"
Rubin O.D., Shestopalov P.V.
THE PROBLEMS OF ENERGY OPTIMIZATION OF REINFORCED CONCRETE STRUCTURES UNDER DYNAMIC LOADING
Bondarenko V.M.
FEATURES OF REINFORCEMENT OF CONCRETE-ENCASED STEEL PENSTOCKS
Rubin O.D., Lisichkin S.E., Lisichkin A.S.
ANALYSIS OF FORCE INFLUENCE OF TRANSPORT VEHICLES ON ROAD CLOTHING
Korochkin А.V.
Effect of Ultrafine Additives on Mechanical Properties of Concrete
Malkova M.Y., Gorshkov A.S., Zadiranov A.N., Larionov E.A.
Finite Element for the Analysis of Massive Reinforced Concrete Structures with Cracking
Agapov V.P., Markovich A.S.
Method of full discretization in joint calculation in time of the system “construction - foundation - soil”
Ter-Emmanuilyan T.N., Polumordvinov I.O.
EXPERIMENTAL STUDIES OF DEFORMATION OF REINFORCED CONCRETE STRUCTURES SUBJECTED TORSION AND BENDING
DEMYANOV A.I., KOLCHUNOV V.I., POKUSAEV A.A.
NONLINEAR CREEP THEORY OF CONCRETE AND REINFORCED CONCRETE AND MODERN STANDARDS
SANJAROVSKY R.S., MANCHENKO M.M.
THE RESULTS OF DIFFERENT METHODS OF CALCULATION OF A NON-SHALLOW HYPERBOLIC PARABOLOID
Aleshina O.O.
AXISYMMETRIC PROBLEM IN PLASTICITY THEORY OF THICK-WALLED SHELL WITH ACCOUNTING FOR INHOMOGENEITY OF CONCRETE AT SUBZERO TEMPERATURES
ANDREEV V.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.
EXPERIMENTAL RESEARCHES OF WORK OF EMBOSSMENTS SUBJECTED TO THE BENDING
Rumyanceva I.A.
THE ELEMENTS OF DISSIPATIVE THEORY OF FORCE RESISTANCE OF CONCRETE
Bondarenko V.M.
Strength Model for Concrete in Near-Reinforcement Region
Kolchunov V.I., Fedorova N.V., Iliushchenko T.A.
Models of nonlinear deformation of concrete in a triaxial stress state and their implementation in the PRINS computational complex
Agapov V.P., Markovich A.S., Aidemirov K.R.
Non-equilibrium and nonlinear processes in robustness potential evaluation of reinforced concrete structural systems in ultimate states
Androsova N.B., Kolchunov V.I., Emelyanov S.G.
Survivability of reinforced concrete frames of multi-storey buildings with complex stress elements
Kolchunov V.I., Moskovtseva V.S.
Static and dynamic analyses of the heightening of concrete face gravel dam Limon (Peru)
Lyapichev Y.P.
EXPERIMENTAL INVESTIGATIONS OF REINFORCED CONCRETE STRUCTURES OF HYDRAULIC STRUCTURES WITH BLOCK SEAMS, ENHANCED BY THE EXTERNAL REINFORCEMENT SYSTEM
Rubin O.D., Lisichkin S.E., Frolov K.E.
CALCULATION OF REINFORCED CONCRETE BEAM RELIABILITY ON THE CRACK LENGTH CRITERION
Utkin V.S., Solovyev S.A.
EXPERIMENTAL RESEARCHES OF FINE-GRAINED CONCRETE CONSTRUCTIONS
Klyuyev S.V.
THE PRACTICAL REALIZATION OF A MATHEMATICAL (COMPUTERIZED) MODEL OF A CONCRETE RIBBED SLAB
Markovich A.S.
ANALYSIS RESEARCHES OF COMPENSATION PARTS OF STEEL-AND-REINFORCED CONCRETE PRESSURE HEAD CONDUITS, ARRANGED WITH APPLICATION OF THE LOW-MODULAR LAYING
Lisichkin A.S.
MAGISTRATE "CIVIL ENGINEERING" ON SPECIALIZATION "ARCHITECTURE, GEOMETRY, AND STRENGTH ANALYSIS OF LARGE-SPAN SPACE STRUCTURES AND SHELLS"
Ivanov V.N., Grinko E.A.
Strength of Normal Sections of Flexural Reinforced Concrete Elements Damaged by Corrosion and Strengthened with External Composite Reinforcement
Rimshin V.I., Suleymanova L.A., Amelin P.A.
Performance of reinforced concrete elements strengthened with carbon fiber CFRP at elevated temperatures
Alzamili H.H., Elsheikh A.M.
Couplings slip determination of the threadbar of strength class 500 N/mm2
Grishin G.E., Tikhonov G.I., Savrasov I.P., Okolnikova G.E.
EXPERIMENTAL RESEARCHES OF SURVIVABILITY FRAGMENT OF THE FRAME OF THE BUILDING WITH REINORCED CONCRETE COMPOSITE ELEMENTS WORKING ON BEND WITH TORSION
ALKADI S.A., DEMYANOV A.I., OSOVSKIH E.V.
MODELING SPATIAL CRACKS IN CONCRETE STRUCTURES IN TORSION BENDING
Kolchunov V.I., Rypakov D.A.
CRITERION OF DURABILITY OF PLANE-STRESSED CORROSION DAMAGED CONCRETE ELEMENT AND ITS APPLICATION TO CALCULATION OF FERRO-CONCRETE CONSTRUCTIONS
Kolchunov V.I., Androsova N.B.
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