Research article

• DEFORMATION MODEL AND ALGORITHM FOR CALCULATION OF REINFORCED CONCRETE STRUCTURES OF ROUND CROSS-SECTION UNDER TORSION WITH BENDING

  Vladimir Travush, Vladimir Kolchunov, Sergey Bulkin, Maxim Protchenko

  14-30

  DOI 10.22337/2587-9618-2022-18-2-14-30

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  2490 496

• COMPRESSIVE CYLINDER STRENGTH AND DEFORMABILITY OF EXPANDED CLAY FIBER-REINFORCED CONCRETE WITH POLYPROPYLENE FIBER

  Yuliya Maskalkova, Valeryia Rzhevutskaya

  31-42

  DOI 10.22337/2587-9618-2022-18-2-31-42

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  1877 420

• COMPARATIVE ANALYSIS OF STATIC AND DYNAMIC PILE TESTS IN DIFFICULT GROUNDS OF KAZAKHSTAN

  Askar Zhussupbekov, Askar Yessentayev, Viktor Kaliakin, Irina Drozdova

  43-50

  DOI 10.22337/2587-9618-2022-18-2-43-50

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  2197 428

• SEISMIC DESIGN OF EMBANKMENTS - NUMERICAL AND ANALYTICAL STUDY

  Awwad Talal, Alkayyal Hassan

  51-61

  DOI 10.22337/2587-9618-2022-18-2-51-61

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  1912 467

• MODEL OF STRESS-STRAIN STATE OF THREE-LAYERED REINFORCED CONCRETE STRUCTURE BY THE FINITE ELEMENT METHODS

  Vu Dinh Tho, Elena Korol, Vladimir Rimshin, Pham Tuan Anh

  62-73

  DOI 10.22337/2587-9618-2022-18-2-62-73

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  1896 517

• THE MODEL OF FREE SPREADING A FLOW RAPID BEHIND A RECTANGULAR PIPE

  Olga Burtseva, Viktor Kohanenko, Sergey Evtushenko, Maria Alexandrova

  74-84

  DOI 10.22337/2587-9618-2022-18-2-74-84

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  1827 348

• DETERMINATION OF BENDING OF A BEAM FROM A NONLINEAR DEFORMABLE MATERIAL BY RITZ-TIMOSHENKO METHODS AND FINITE DIFFERENCES TAKING INTO ACCOUNT DEGRADATION FUNCTIONS OF CROSS SECTION RIGIDITY

  Vladimir Selyaev, Sergey Gryaznov, Delmira Babushkina

  85-97

  DOI 10.22337/2587-9618-2022-18-2-85-97

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  2199 354

• TEMPERATURE DEFORMATIONS OF PVC WINDOW PROFILES WITH REINFORCEMENT

  Ivan Aksenov, Aleksandr Konstantinov

  98-111

  DOI 10.22337/2587-9618-2022-18-2-98-111

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  1865 796

• INFLUENCE OF STAGE-BY-STAGE CONSTRUCTION OF A CYLINDRICAL SHELL ON STRESS-STRAIN STATES OF AN EXISTING NEARBY SHELL IN A SOIL BODY

  Sergey Kosytsyn, Vladimir Akulich

  112-120

  DOI 10.22337/2587-9618-2022-18-2-112-120

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  1619 267

• STUDY OF THE INFLUENCE OF THE KINETICS OF HYDROGEN SATURATION ON THE STRESS-DEFORMED STATE OF A SPHERICAL SHELL MADE FROM TITANIUM ALLOY

  Aleksander Treshchev, Violetta Kuznetsova

  121-130

  DOI 10.22337/2587-9618-2022-18-2-121-130

  • PDF

  1747 329

• OPTIMIZATION OF BEARING STRUCTURES SUBJECT TO MECHANICAL SAFETY: AN EVOLUTIONARY APPROACH AND SOFTWARE

  Anatoly Alekseytsev, Al Ali Mohamad

  131-142

  DOI 10.22337/2587-9618-2022-18-2-131-142

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  2152 414

• THE USE OF COPPER NANOMODIFIED CALCIUM CARBONATE AS A BACTERICIDAL ADDITIVE FOR CONCRETE

  Kamil Sharafutdinov, Kseniya Saraykina, Galina Kashevarova, Vladimir Erofeev

  143-155

  DOI 10.22337/2587-9618-2022-18-2-143-155

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  1393 382

• METHOD FOR EXTRACTING DIAGNOSTIC FEATURES OF THE FACILITIES TECHNICAL CONDITION IN THE SYSTEM FOR MONITORING

  Vladislav Kats, Liubov Adamtsevich

  156-162

  DOI 10.22337/2587-9618-2022-18-2-156-162

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  1532 323

• STRENGTH MODEL FOR CALCULATING CENTRALLY COMPRESSED CONCRETE ELEMENTS WITH COMPOSITE REINFORCEMENT, TAKING INTO ACCOUNT THE SPACING OF STIRRUPS

  Ashot Tamrazyan, Andrey Lapshinov

  163-174

  DOI 10.22337/2587-9618-2022-18-2-163-174

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  1207 400

• RELATIONSHIP BETWEEN STRENGTH AND DEFORMATION CHARACTERISTICS OF HIGH-STRENGTH SELF-COMPACTING CON-CRETE

  Igor Bezgodov, Simyon Kaprielov, Andrey Sheynfeld

  175-183

  DOI 10.22337/2587-9618-2022-18-2-175-183

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  2031 371

• FORMATION OF COMPUTATIONAL SCHEMES OF ADDITIONAL TARGETED CONSTRAINTS THAT REGULATE THE FREQUENCY SPECTRUM OF NATURAL OSCILLATIONS OF ELASTIC SYSTEMS WITH A FINITE NUMBER OF DEGREES OF MASS FREEDOM, THE DIRECTIONS OF MOVEMENT OF WHICH ARE PARALLEL, BUT D

  Leonid Lyakhovich , Pavel Akimov

  184-192

  DOI 10.22337/2587-9618-2022-18-2-184-192

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  1868 407