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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.
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.
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.
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.
The theory of calculation of reinforced concrete structures and the principles of the Eurocode
Sanzharovskiy R.S., Sieber F., Ter-Emmanuilyan T.N.
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.
Properties and behavior of light hydrophobic concrete
Kharun M., Ehsani A., Nasimi S., Gebre T.H.
Optimization of design solutions of protective structures of erections of nuclear power stations
Sargsyan A.E.
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.
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.
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.
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.
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.
Couplings slip determination of the threadbar of strength class 500 N/mm2
Grishin G.E., Tikhonov G.I., Savrasov I.P., Okolnikova G.E.
Influence of Damage Level on Dynamic Characteristics of Reinforced Concrete Structures when Assessing their Seismic Resistance
Tamrazyan A.G., Kudryavtsev M.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.
Robustness of Reinforced Concrete Frame with Respect to its Service Life
Savin S.Y., Stupak M.I., Mankov D.K.
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.
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 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.
Numerical calculation of bent reinforced concrete elements of rectangular section in the Abaqus software
Rimshin V.I., Amelin P.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.
Comparative study of finite element methods of calculation of ribbed reinforced concrete floors
Nikitin K.E., Kirsanov O.A.
Performance of reinforced concrete elements strengthened with carbon fiber CFRP at elevated temperatures
Alzamili H.H., Elsheikh A.M.
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.
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.
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.
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.
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.
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.
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.
Modern Theory of Creep of Reinforced Concrete
Beglov A.D., Sanjarovskiy R.S., Ter-Emmanuilyan T.N.
Numerical-analytical method in reinforced concrete mechanics
Kolchunov V.I.
Case study on structural health assessment for existing reinforced concrete building
Adhikari K.P., Lamichhane G.P., Lamichhane K., Ghimire K.
Finite Element for the Analysis of Massive Reinforced Concrete Structures with Cracking
Agapov V.P., Markovich A.S.
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.
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.
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.
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.
METHODOLOGY FOR DURABILITY CALCULATION OF REINFORCED CONCRETE STRUCTURES OF HYDROTECHNICAL ERECTIONS STRENGTHENED BY COMPOSITE MATERIALS
Rubin O.D., Lisichkin S.E., Frolov K.E.
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.
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.
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.
PROBLEMS OF ENERGY OPTIMIZATION OF REINFORCED CONCRETE STRUCTURES, PERCEIVINGALTERNATING LOADS
Bondarenko V.M.
CRACK GROWTH RESISTANCE INCREASE OF REINFORCED CONCRETE DAMAGED BY CORROSION WITH REDUCTION OF PRESTRESSING
Baydin O.V.
THE INFLUENCE OF NEGATIVE ATMOSPHERIC TEMPERATURES ON THE STRESS STATE AND THE SIZE OF THE CROSS-SECTIONS OF COMPOSITE BEAMS MADE OF WOOD-AND-REINFORCED CONCRETE IN AUTO ROAD BRIDGES
Salamahin P.M., Reshetnikov I.V.
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.
The analysis of reinforced concrete slabs strengthened by composite fabrics by the finite element method
Agapov V.P., Nikolaev V.B., Golovanov R.O.
EVOLUTION OF NORMATIVE APPROACH TO ANALYSIS OF REINFORCED CONCRETE STRUCTURAL ELEMENTS
SEMENOV D.A.
EXPERIMENTAL RESEARCHES SLIP'S WORK DIFFERENTS EMBOSSMENTS
Rumyanceva I.A.
SETTLEMENT DEFINITION OF PHYSICAL-AND-MECHANICAL CHARACTERISTICS OF ROCK FOUNDATIONS OF THE SECTION № 28 OF THE CONCRETE DAM OF BOGUCHANSKAYA HPS
Shestopalov P.V.
THE EXPOSITION OF EFFECTIVE PRE-STRESSING OF REINFORCED CONCRETE STRUCTURES
Bondarenko V.M.
Inverted pyramid Azores - an eternal hybrid structure
Sarmento Esteves L.P.
Comprehensive view on the ductility of basalt fiber reinforced concrete focus on lightweight expanded clay
Galishnikova V.V., Chiadighikaobi P.C., Emiri D.A.
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.
RELIABILITY ANALYSIS OF REINFORCED CONCRETE BEAMS WITH SHEAR CRACKS ON REBAR STRENGTH
UTKIN V.S., SOLOVYEV S.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.
CALCULATION OF CENTRICALLY COMPRESSED REINFORCED CONCRETE COLUMN WHILE FRACTURING
Serdyukhov V.N.
THE METHOD OF ANALYSIS OF WIDTH OF THE CRACK OPENINGS IN FERRO-CONCRETE STRUCTURES UNDER BENDING
KUZMIN P.K.
BEARING RESISTANCE OF ECCENTRICALLY COMPRESSED REINFORCED RODS WITH THE USE OF COMPLETE DIAGRAM OF REINFORCED MATERIAL DEFORMATION AS EXEMPLIFIES BY REINFORCED CONCRETE ROD
Hajiyev M.о., ALAEVA S.M., Alaeva S.M.
MODELLING OF REINFORCED CONCRETE COLUMNS OF RECTANGULAR CROSS SECTION IN COMPUTER PROGRAM "PRINS"
Agapov V.P., Vasiljev A.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.
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.
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