Issue
Title
Authors
METHODOLOGY FOR DURABILITY CALCULATION OF REINFORCED CONCRETE STRUCTURES OF HYDROTECHNICAL ERECTIONS STRENGTHENED BY COMPOSITE MATERIALS
Rubin O.D., Lisichkin S.E., Frolov K.E.
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.
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.
Insolvent ways of development of the modern theory of reinforced concrete
Sanjarovsky R.S., Ter-Emmanuilyan T.N., Manchenko M.M.
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.
DETERMINATION OF THE STRIPPING STRENGTH OF MONOLITHIC SLABS AND BEAMS
Kuznetsov V.S., Shaposhnikova Y.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.
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.
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.
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.
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.
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.
Stress-strain state investigation of the “YASUNI” shell by bionic architecture methods based on numerical modeling
Alyoshina O.О., Cajamarca Zuniga D.
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.
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.
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.
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.
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.
PROBLEMS OF ENERGY OPTIMIZATION OF REINFORCED CONCRETE STRUCTURES, PERCEIVINGALTERNATING LOADS
Bondarenko V.M.
MODELLING OF REINFORCED CONCRETE COLUMNS OF RECTANGULAR CROSS SECTION IN COMPUTER PROGRAM "PRINS"
Agapov V.P., Vasiljev A.V.
THE METHOD OF ANALYSIS OF WIDTH OF THE CRACK OPENINGS IN FERRO-CONCRETE STRUCTURES UNDER BENDING
KUZMIN P.K.
SOME GENERAL PROBLEMS OF DEVELOPMENT OF REINFORCED CONCRETE THEORY
Bondarenko V.M.
THE ELEMENTS OF DISSIPATIVE THEORY OF FORCE RESISTANCE OF CONCRETE
Bondarenko V.M.
CALCULATION OF REINFORCED CONCRETE BEAM RELIABILITY ON THE CRACK LENGTH CRITERION
Utkin V.S., Solovyev S.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.
MAGISTRATE "CIVIL ENGINEERING" ON SPECIALIZATION "ARCHITECTURE, GEOMETRY, AND STRENGTH ANALYSIS OF LARGE-SPAN SPACE STRUCTURES AND SHELLS"
Ivanov V.N., Grinko E.A.
MODELING SPATIAL CRACKS IN CONCRETE STRUCTURES IN TORSION BENDING
Kolchunov V.I., Rypakov D.A.
THE PROBLEMS OF ENERGY OPTIMIZATION OF REINFORCED CONCRETE STRUCTURES UNDER DYNAMIC LOADING
Bondarenko V.M.
CRACK GROWTH RESISTANCE INCREASE OF REINFORCED CONCRETE DAMAGED BY CORROSION WITH REDUCTION OF PRESTRESSING
Baydin O.V.
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 EXPOSITION OF EFFECTIVE PRE-STRESSING OF REINFORCED CONCRETE STRUCTURES
Bondarenko V.M.
ON COMMUNICATION BETWEEN THE LEVEL OF FORCE LOADING AND POWER LOSSES UNDER DEFORMATION OF REINFORCED CONCRETE STRUCTURES
BONDARENKO V.M., YAGUPOV B.A.
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.
THE RESULTS OF DIFFERENT METHODS OF CALCULATION OF A NON-SHALLOW HYPERBOLIC PARABOLOID
Aleshina O.O.
FEATURES OF REINFORCEMENT OF CONCRETE-ENCASED STEEL PENSTOCKS
Rubin O.D., Lisichkin S.E., Lisichkin A.S.
1 - 42 of 42 Items

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