Research article

• NONLINEAR ANALYSIS OF SOLID REINFORCED CONCRETE STRUCTURES WITH CRACKS

  Vladimir Agapov, Alexey Markovich

  14-26

  DOI 10.22337/2587-9618-2023-19-4-14-26

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  1960 676

• FEATURES OF DEVELOPMENT OF DYNAMIC MODELS OF HYDRO STRUCTURES AND THEIR VERIFICATION ACCORDING TO FIELD MEASUREMENT DATA USING THE EXAMPLE OF SAYANO-SHUSHENSKAYA HPP

  Alexander Belostotsky, Dmitry Dmitriev, Sergey Petryashev

  27-37

  DOI 10.22337/2587-9618-2023-19-4-27-37

  • PDF

  1987 389

• AGGREGATE RISK OF A LARGE COMPLEX CONSTRUCTION PROJECTS OF NPP

  Petr Grabovy, Denis Sezemin

  38-47

  DOI 10.22337/2587-9618-2023-19-4-38-47

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  1862 299

• REPAIR OF MASONRY AFTER DYNAMIC IMPACTS. CALCULATION AND DESIGN METHODS

  Oleg Kabantsev, Oleg Simakov

  48-68

  DOI 10.22337/2587-9618-2023-19-4-48-68

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  1387 533

• COMPUTER MODELING THE STRESS STATE OF OPERATING TANKS USING GEOMETRIC INTERPOLATORS

  Evgeniy Konopatskiy, Oksana Shevchuk, Andrey Bezditnyi

  69-82

  DOI 10.22337/2587-9618-2023-19-4-69-82

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  2114 243

• ANALYTICAL ANALYSIS OF COMBINED FOUNDATION PLATES, SUBJECTED TO AN ACTION OF ANTISYMMETRIC LOADS

  Elena Koreneva, Valery Grosman

  83-94

  DOI 10.22337/2587-9618-2023-19-4-83-94

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  1418 257

• INFORMATION MODELING OF CONCRETE: CURRENT STATUS AND DEVELOPMENT PROSPECT S

  Aleksey Makeev

  95-115

  DOI 10.22337/2587-9618-2023-19-4-95-115

  • PDF

  2032 316

• CALCULATION MODEL OF DEFORMATION OF THE SOIL FOUNDATION OF A HIGH-RISE BUILDING, TAKING INTO ACCOUNT THE LOADING HISTORY

  Ilizar Mirsayapov, Irina Koroleva

  116-123

  DOI 10.22337/2587-9618-2023-19-4-116-123

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  1868 311

• DIGITAL TOOLS IN THE DESIGN PRACTICE FOR RECONSTRUCTION OF UNDERGROUND PIPELINES WITH TRENCHLESS METHODS

  Vladimir Orlov, Sergey Zotkin, Dmitry Podolyan

  124-134

  DOI 10.22337/2587-9618-2023-19-4-124-134

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  1621 263

• DEPOSITION OF PARTICLES FROM A TURBULENT FLOW ON THE WALLS OF PIPES AND CHANNELS

  Sergey Fedosov, Alexandr Markelov

  135-146

  DOI 10.22337/2587-9618-2023-19-4-135-146

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  1436 198

• DETERMINATION OF CONCRETE RHEOLOGICAL PARAMETERS USING NONLINEAR OPTIMIZATION METHODS

  Anton Chepurnenko, Stepan Litvinov, Batyr Yazyev

  147-154

  DOI 10.22337/2587-9618-2023-19-4-147-154

  • PDF

  1433 272

• DEVELOPMENT OF COMPUTATIONAL SCHEMES OF GENERALIZED KINEMATIC DEVICES THAT PRECISELY REGULATE THE NATURAL FREQUENCY SPECTRUM OF ELASTIC SYSTEMS WITH A FINITE NUMBER OF DEGREES OF MASS FREEDOM, IN WHICH THE DIRECTIONS OF MOTION ARE PARALLEL, BUT DO NOT LIE IN THE SAME PLANE PART 2: SAMPLES OF ANALYSIS

  Leonid Lyakhovich, Pavel Akimov, Zaur Galyautdinov, Andrey Plyaskin

  155-165

  DOI 10.22337/2587-9618-2023-19-4-155-165

  • PDF

  2152 302

• STATIC BEARING CAPACITY OF STEEL-PLATE COMPOSITE WALLS

  Vladimir Travush, Petr Arleninov, Mikhail Desyatkin, Andrey Ivaschenko, Semen Kaprielov, Denis Konin, Alexey Krylov, Sergey Krylov, Igor Chilin, Andrey Sheinfeld

  166-181

  DOI 10.22337/2587-9618-2023-19-4-166-181

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  2324 354

• PERFORMANCE OF A BASE-ISOLATED RC BUILDING SUPPORTED ON SQUARE UN-BONDED FIBER REINFORCED ELASTOMERIC ISOLATOR UNDER EARTHQUAKES

  Van-Thuyet Ngo

  182-195

  DOI 10.22337/2587-9618-2023-19-4-182-195

  • PDF

  1894 382

• COMPARATIVE STUDY OF AXIAL BEARING CAPACITY FOR PILE FOUNDATION BASED ON EMPIRICAL, NUMERICAL METHOD AND PILE DRIVING ANALYZER TEST

  Tsaana Khoirunisaa, Bambang Setiawan, Yusep M. Purwana

  196-207

  DOI 10.22337/2587-9618-2023-19-4-196-207

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  2899 578

• STRENGTH ANALYSIS OF FORMWORK USING FALSEWORK FLYING SYSTEM ON SLAB-ON PILE STRUCTURE

  Fendi Hary Yanto

  208-221

  DOI 10.22337/2587-9618-2023-19-4-208-221

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  1886 522