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Self-Healing Mechanisms in Nano-Modified Concrete: A Comprehensive Review of Synergy Between Microbial Biomineralization and Nano-Additives
Ehsani A., Nasimi S., Shambina S.L., Yazyev S.B., Kireev O.L.
Properties and behavior of light hydrophobic concrete
Kharun M., Ehsani A., Nasimi S., Gebre T.H.
Analytical Modeling of Reinforced Concrete Columns Under Lateral Impact with Shear Failure
Alekseytsev A.V., Yurusov K.V.
Rheological Equations of State of Concrete
Larionov E.A., Agapov V.P., Markovich A.S., Aidemirov K.R.
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.
Fracture Mechanics of a Three-Layer Wall Panel Based on Two-Stage Concrete
Syromyasov A.O., Makarov Y.A., Elchishcheva T.F., Erofeev V.T., Kozhanov D.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.
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.
Stages of Resistance of Reinforced Concrete Frames in Accidental Design Situation
Savin S.Y.
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.
Insolvent ways of development of the modern theory of reinforced concrete
Sanjarovsky R.S., Ter-Emmanuilyan T.N., Manchenko M.M.
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.
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.
STRENGTH CRITERIA FOR CONCRETE WITH CORROSION DAMAGE IN COMPLEX STRESS STATE
Klyueva N.V., Androsova N.B., Gubanova M.S.
LINEAR EQUATIONS OF FORCE RESISTANCE AND DIAGRAM σ - ε OF CONCRETE
Bondarenko V.M., Rimshin V.I.
INVESTIGATION OF DYNAMICS AND LEVEL OF CONCRETE STRENGTH DEVELOPMENT LAID IN STEEL PERMANENT FORMWORK
Gasiev A.A., Beppaev Z.U., Hasauov U.M.
Physical and mathematical modeling of frost resistance for cement concretes
Dobshits L.M.
Flexural stiffness of lightweight steel-concrete slab panels made of low-density foam concrete
Rybakov V.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.
Safety assessment of massive buttress dams in the presence of thermal cracks in them
Zimnyukov V.A., Zborovskaya M.I.
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.
Analysis of the field studies of the foundation deformations and total draft of the Boguchansk HPP concrete dam
Yuriev S.V.
Properties of dispersed fibers for efficient concrete reinforcement
Markovich A.S., Miloserdova D.A.
Optimization of design solutions of protective structures of erections of nuclear power stations
Sargsyan A.E.
Thermal processing of fresh concrete with infrared radiation
Svintsov A.P., Cisse A.
The theory of calculation of reinforced concrete structures and the principles of the Eurocode
Sanzharovskiy R.S., Sieber F., Ter-Emmanuilyan T.N.
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.
Results of experimental researches of reinforced concrete retaining walls
Rubin O.D., Lisichkin S.E., Pashchenko F.A.
Numerical studies of strength of concrete cylinders for compression
Mkrtychev O.V., Andreev M.I.
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.
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.
DETERMINATION OF THE STRIPPING STRENGTH OF MONOLITHIC SLABS AND BEAMS
Kuznetsov V.S., Shaposhnikova Y.A.
ERRORS OF INTERNATIONAL STANDARDS ON REINFORCED CONCRETE AND RULES OF THE EUROCODE
SANZHAROVSKIJ R.S., MANCHENKO M.M.
METHODOLOGY FOR DURABILITY CALCULATION OF REINFORCED CONCRETE STRUCTURES OF HYDROTECHNICAL ERECTIONS STRENGTHENED BY COMPOSITE MATERIALS
Rubin O.D., Lisichkin S.E., Frolov K.E.
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.
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.
Effect of Ultrafine Additives on Mechanical Properties of Concrete
Malkova M.Y., Gorshkov A.S., Zadiranov A.N., Larionov E.A.
Strength Model for Concrete in Near-Reinforcement Region
Kolchunov V.I., Fedorova N.V., Iliushchenko T.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.
Influence of Damage Level on Dynamic Characteristics of Reinforced Concrete Structures when Assessing their Seismic Resistance
Tamrazyan A.G., Kudryavtsev M.V.
Robustness of Reinforced Concrete Frame with Respect to its Service Life
Savin S.Y., Stupak M.I., Mankov D.K.
Stability Analysis and Comparison of Conventional Concrete and Expanded Polystyrene Concrete Spherical Shells
Sereke I.A., Rynkovskaya M.I., Damir H.Y.
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.
Modern Theory of Creep of Reinforced Concrete
Beglov A.D., Sanjarovskiy R.S., Ter-Emmanuilyan T.N.
Finite Element for the Analysis of Massive Reinforced Concrete Structures with Cracking
Agapov V.P., Markovich A.S.
Performance of reinforced concrete elements strengthened with carbon fiber CFRP at elevated temperatures
Alzamili H.H., Elsheikh A.M.
Experimental and analytical models of longitudinal deformation in pipe-concrete specimens with small cross-sections
Khazov P.A., Erofeev V.I., Nikitina E.A., Pomazov A.P.
Physical features of the problems of liquid corrosion of reinforced concrete from the standpoint of the theory of heat and mass transfer
Fedosov S.V., Krasilnikov I.V., Rumyantseva V.E., Krasilnikova I.A.
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.
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.
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.
Analytical model of deformation of reinforced concrete columns based on fracture mechanics
Tamrazyan A.G., Chernik V.I., Matseevich T.A., Manaenkov I.K.
Stability exposure of building structural systems under environmental damage
Savin S.Y., Fedorova N.V.
Numerical calculation of bent reinforced concrete elements of rectangular section in the Abaqus software
Rimshin V.I., Amelin P.A.
Numerical-analytical method in reinforced concrete mechanics
Kolchunov V.I.
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.
Couplings slip determination of the threadbar of strength class 500 N/mm2
Grishin G.E., Tikhonov G.I., Savrasov I.P., Okolnikova G.E.
Justification of the parameters of regulationof forces for steel-reinforced concrete span structures from project “43282 km” by TSNIIPSK
Belutsky I.Y., Kudryavtsev S.A., Lazarev I.V.
Deformation of reinforced concrete frames of multi-storey buildings in extreme conditions under special influences
Kolchunov V.I., Bushova O.B.
Comparative study of finite element methods of calculation of ribbed reinforced concrete floors
Nikitin K.E., Kirsanov O.A.
Survivability of reinforced concrete frames of multi-storey buildings with complex stress elements
Kolchunov V.I., Moskovtseva V.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.
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.
Case study on structural health assessment for existing reinforced concrete building
Adhikari K.P., Lamichhane G.P., Lamichhane K., Ghimire K.
The effect of story drift in a multi-story building under the influence of an earthquake
Sharapov D.A., Gebre T.H., Ali Y.M.
Inverted pyramid Azores - an eternal hybrid structure
Sarmento Esteves L.P.
Innovation structures of very lean roller compacted concrete dams
Lyapichev Y.P.
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.
Improving the compressive strength of lightweight cylindrical concrete column with basalt fiber reinforced polymer acting under imposed load
Chiadighikaobi P.C.
Comprehensive view on the ductility of basalt fiber reinforced concrete focus on lightweight expanded clay
Galishnikova V.V., Chiadighikaobi P.C., Emiri D.A.
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.
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.
Experimental studies of reinforced concrete structures of hydraulic structures strengthened with composite materials
Frolov K.E.
Method of full discretization in joint calculation in time of the system “construction - foundation - soil”
Ter-Emmanuilyan T.N., Polumordvinov I.O.
Static and dynamic analyses of the heightening of concrete face gravel dam Limon (Peru)
Lyapichev Y.P.
Numerical simulation of the front of an air shock wave in a ground and air explosion in the software package LS-DYNA
Mkrtychev O.V., Savenkov A.Y.
Physical аnd mechanical properties оf basalt-fibered high-strength concrete
Kharun M., Koroteev D.D., Dkhar P., Zdero S., Elroba S.M.
Stress-strain state investigation of the “YASUNI” shell by bionic architecture methods based on numerical modeling
Alyoshina O.О., Cajamarca Zuniga D.
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.
The analysis of reinforced concrete slabs strengthened by composite fabrics by the finite element method
Agapov V.P., Nikolaev V.B., Golovanov R.O.
INFLUENCE OF CONSTRUCTION OF TRANSPARENT COVERING ON EFFICIENCY OF CONCRETE HEAT TREATMENT IN SHUTTERING FORMS WITH USING SOLAR ENERGY
KOROTEEV D.D., KHARUN M.
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.
BORASSUS AETHIOPUM MART OF BENIN USED AS REINFORCEMENT IN CONCRETE: ADHESION CARACTERISATION
SOHOUNHLOUE A.J., GBAGUIDI AISSE G.L., GALIMARD P., SOLBES B.
EXPERIMENTAL STUDIES OF DEFORMATION OF REINFORCED CONCRETE STRUCTURES SUBJECTED TORSION AND BENDING
DEMYANOV A.I., KOLCHUNOV V.I., POKUSAEV A.A.
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.
EVOLUTION OF NORMATIVE APPROACH TO ANALYSIS OF REINFORCED CONCRETE STRUCTURAL ELEMENTS
SEMENOV D.A.
RELIABILITY ANALYSIS OF REINFORCED CONCRETE BEAMS WITH SHEAR CRACKS ON REBAR STRENGTH
UTKIN V.S., SOLOVYEV S.A.
USING PLASTIC HINGES IN THE CALCULATION OF THE BUILDINGS ON THE PROGRESSIVE COLLAPSE UNDER FIRE EXPOSURE
Avetisyan L.A.
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.
NONLINEAR CREEP THEORY OF CONCRETE AND REINFORCED CONCRETE AND MODERN STANDARDS
SANJAROVSKY R.S., MANCHENKO M.M.
CALCULATION OF REINFORCED CONCRETE BEAM RELIABILITY ON THE CRACK LENGTH CRITERION
Utkin V.S., Solovyev S.A.
MODELING SPATIAL CRACKS IN CONCRETE STRUCTURES IN TORSION BENDING
Kolchunov V.I., Rypakov D.A.
DEVELOPMENT OF THE METHOD OF CALCULATION OF THE STRENGTH OF REINFORCED CONCRETE STRUCTURES OF THE HYDRAULIC ERECTIONS STRENGTHENED BY MEANS OF EXTERNAL REINFORCING ON THE BASIS OF COMPOSITE MATERIALS UNDER ACTION OF SHEAR FORCES
Rubin O.D., Lisichkin S.E., Aleksandrov A.V., Simakov O.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.
ON COMMUNICATION BETWEEN THE LEVEL OF FORCE LOADING AND POWER LOSSES UNDER DEFORMATION OF REINFORCED CONCRETE STRUCTURES
BONDARENKO V.M., YAGUPOV B.A.
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