Research article

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  Pavel A. Akimov, Oleg A. Negrozov

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  DOI 10.22337/2587-9618-2018-14-2-14-29

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• BOUT DEVELOPMENT OFMETHODS OF ANALYSISAND ASSESSMENT OF VULNERABILITYOF SPATIAL PLATE-SHELL REINFORCED CONCRETESTRUCTURES WITH ALLOWANCE FOR PHYSICAL NON-LINEARITIES, CRACK FORMATION ANDINDUCED ANISOTROPY

  Alexander M. Belostotsky, Nikolay I. Karpenko, Pavel I. Akimov, Vladimir N. Sidorov, Sergey N. Karpenko, Alexey N. Petrov, Taymuraz B. Kaytukov, Vladimir A. Kharitonov

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  DOI 10.22337/2587-9618-2018-14-2-30-47

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• RESULTS OF NUMERICAL MODELING OF THE STRESSED-DEFORMED STATE OF THE JOINT CONNECTION OF WOOD CONSTRUCTIONS WITH CFRP DOWEL PINS

  Mikhail A. Vodiannikov

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  DOI 10.22337/2587-9618-2018-14-2-48-56

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• LOCALMINIMUM PRINCIPLE FOR OPTIMIZATION PROBLEMS WITH DIFFERENT TYPES OF CONTROL SYSTEMS SUBJECT TO MIXED STATE-CONTROL CONSTRAINTS

  Andrey V. Dmitruk, Nikolay P. Osmolovskii

  57-64

  DOI 10.22337/2587-9618-2018-14-2-57-64

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• AUTOMATION OF THERMOPHYSICAL RESEARCHES SAMPLES EXTERIOR WALL FENCES

  Sergey V. Fedosov, Pavel A. Mureev, Vitaliy G. Kotlov, Aleksandr N. Makarov, Andrey V. Ivanov

  65-77

  DOI 10.22337/2587-9618-2018-14-2-65-77

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• ENHANCEMENT OF THE REINFORCED CONCRETE PLAIN STRUCTURES DESIGN METHODS WITH THE TAKING INTO CONSIDERATION THE TRUE PROPERTIES OF HIGH PERFORMANCE CONCRETES

  Nikolay I. Karpenko, Sergey N. Karpenko, Alexey N. Petrov

  78-89

  DOI 10.22337/2587-9618-2018-14-2-78-89

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• FORMULAS FOR COMPUTING OF DEFLECTION AND FORCES IN THE TRUSS WITH ARBITRARY NUMBER OF PANELS

  Mikhail N. Kirsanov

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  DOI 10.22337/2587-9618-2018-14-2-90-95

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• CRITERION OF MINIMUMMATERIAL CONSUMPTIONOF FLANGE OF I-SHAPED BAR WITH A VARIATION IN ITS THICKNESS ANDOUTLINE OF THE WIDTH, WITH RESTRICTION TO THE VALUE OF THE CRITICALFORCE OR RESTRICTIONTO THE VALUE OF THEFIRSTNATURAL FREQUENCY INTWO PRINCIPAL PLANESO

  Leonid S. Lyakhovich, Pavel A. Akimov, Boris A. Tukhfatullin

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  DOI 10.22337/2587-9618-2018-14-2-96-108

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  1875 290

• EVALUATION AND ANALYSIS OF BEARING CAPACITY OF BORED PILES AND DEEP-LAID PILE-BARRETTE FOR A HIGH-RISE BUILDING ON LOOSE GROUNDS BASED ON CALCULATIONS AND FIELD TESTS

  Rashid A. Mangushev, Nadezda S. Nikitina

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  DOI 10.22337/2587-9618-2018-14-2-109-116

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• TECHNIQUE OF SUPERELEMENT SIMULATION OF DYNAMICS FOR SYSTEM “BASIS - FOUNDATIONS STRUCTURES AND STANDS - STRUCTURES OF THE ROOF” FOR STADIUMS FOR THE 2018 FIFA WORLD CUP IN RUSSIA. DESCRIPTION AND VERIFICATION

  Aleksandr I. Nagibovich

  117-132

  DOI 10.22337/2587-9618-2018-14-2-117-132

  • PDF (Russian)

  2439 457

• THE SOLUTION OF PHYSICALLY NONLINEAR PROBLEMS OF BENDING VALVE PLATES

  Vladilen V. Petrov, Roman V. Mischenko, Dmitriy A. Pimenov

  133-140

  DOI 10.22337/2587-9618-2018-14-2-133-140

  • PDF (Russian)

  2781 402

• YDRAULIC CALCULATIONS IMPROVEMENT OF WATER SUPPLY SYSTEMS BY USING ELECRONIC MODELS

  Oleg A. Primin, Grigory N. Gromov

  141-148

  DOI 10.22337/2587-9618-2018-14-2-141-148

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• REINFORCED CONCRETE COATING PLATES OF HIGHWAYS ON AN ELASTIC HALF-SPACE

  Slav D. Semeniuk, Roman V. Kumashov

  149-157

  DOI 10.22337/2587-9618-2018-14-2-149-157

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• KINETICS OF STRUCTURAL TRANSFORMATIONS AT PORES FORMATION DURING HIGH-TEMPERATURE TREATMENT OF FOAM GLASS

  Sergey V. Fedosov, Maksim O. Bakanov, Sergey N. Nikishov

  158-168

  DOI 10.22337/2587-9618-2018-14-2-158-168

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  1865 413