Research article

• ABOUT “LEGITIMIZATION” OF NUMERICAL MODELLING OF WIND IMPACTS ON BUILDINGS AND STRUCTURES IN DESIGN CODES

  Alexander Belostotsky, Pavel Akimov, Irina Afanasyeva

  14-24

  DOI 10.22337/2587-9618-2019-15-4-14-24

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  3024 343

• STABILITY OF THREE-LAYER RODS WITH ALLOWANCE FOR INITIAL IMPERFECTIONS AND SHEAR DEFORMATIONS

  Viacheslav Chepurnenko, Batyr Yazyev

  25-33

  DOI 10.22337/2587-9618-2019-15-4-25-33

  • PDF

  2004 310

• THE ANALYSIS OF THERMAL PROPERTIES OF A WALL FRAGMENT MADE WITH 3D CONSTRUCTION TECHNOLOGY

  Valery Ezersky, Pavel Monastyrev, Ivan Ivanov

  34-47

  DOI 10.22337/2587-9618-2019-15-4-34-47

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  1824 437

• MULTI-AGENT SIMULATION FOR SELF-HEALING MECHANISMS OF DAMAGED GEOTECHNICAL STRUCTURES

  Darya Filatova

  48-57

  DOI 10.22337/2587-9618-2019-15-4-48-57

  • PDF

  1874 293

• OPTIMIZATION OF SIMPLY SUPPORTED CASTELLATED I-BEAMS LOADED BY A UNIFORMLY DISTRIBUTED LOAD

  Oleg Goryachevskiy

  58-65

  DOI 10.22337/2587-9618-2019-15-4-58-65

  • PDF

  2031 336

• THE SECOND STAGE OF STRESSED-DEFORMED CONDITION OF REINFORCED CONCRETE STRUCTURES WHEN TURNING WITH BENDING (CASE 2)

  Vladimir Kolchunov, Aleksey Demyanov, Николай Наумов

  66-82

  DOI 10.22337/2587-9618-2019-15-4-66-82

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  1957 304

• ANALYSIS OF COMBINED PLATES WITH ALLOWANCE FOR CONTACT WITH ELASTIC FOUNDATION

  Elena Koreneva

  83-87

  DOI 10.22337/2587-9618-2019-15-4-83-87

  • PDF

  1132 292

• ASSESSMENT CRITERIA OF OPTIMAL SOLUTIONS FOR CREATION OF RODS WITH PIECEWISE CONSTANT CROSS-SECTIONS WITH STABILITY CONSTRAINTS OR CONSTRAINTS FOR VALUE OF THE FIRST NATURAL FREQUENCY. PART 1: THEORETICAL FOUNDATIONS

  Leonid Lyakhovich, Pavel Akimov, Boris Tukhfatullin

  88-100

  DOI 10.22337/2587-9618-2019-15-4-88-100

  • PDF

  2420 287

• ASSESSMENT CRITERIA OF OPTIMAL SOLUTIONS FOR CREATION OF RODS WITH PIECEWISE CONSTANT CROSS-SECTIONS WITH STABILITY CONSTRAINTS OR CONSTRAINTS FOR VALUE OF THE FIRST NATURAL FREQUENCY. PART 2: NUMERICAL EXAMPLES

  Leonid Lyakhovich, Pavel Akimov, Boris Tukhfatullin

  101-110

  DOI 10.22337/2587-9618-2019-15-4-101-110

  • PDF

  2112 289

• MODELING OF BLAST EFFECTS ON UNDERGROUND STRUCTURE

  Oleg Mkrtychev, Anton Savenkov

  111-122

  DOI 10.22337/2587-9618-2019-15-4-111-122

  • PDF

  2227 435

• SUPERELEMENT SIMULATION TECHNIQUE OF DYNAMICS FOR LARGE-SIZE SYSTEMS “BASE - REINFORCED CONCRETE STRUCTURES - METAL STRUCTURES”. VERIFICATION AND APPROBATION

  Alexander Nagibovich

  123-132

  DOI 10.22337/2587-9618-2019-15-4-123-132

  • PDF

  1870 299

• SOLUTION OF THE PROBLEM OF THERMOELASTICITY FOR NONLINEAR ELASTIC INHOMOGENEOUS THICK-WALL CYLINDRICAL SHELL

  Lyudmila Polyakova, Vladimir Andreev

  133-142

  DOI 10.22337/2587-9618-2019-15-4-133-142

  • PDF

  1771 337

• DESIGN AND CONSTRUCTION OF FOOTINGS OF BUILDINGS AND STRUCTURES ON PERMAFROST SOILS IN CONJUNCTION WITH ENVIRONMENTAL REQUIREMENTS

  Igor Sakharov, Nadezda Nikitina, Setev Tugchin Nyamdorzh, Eun Chul Shin

  143-149

  DOI 10.22337/2587-9618-2019-15-4-143-149

  • PDF

  1710 368

• DETERMINATION OF STRAIN-STRESS PARAMETERS OF A MULTI-STOREY REINFORCED CONCRETE BUILDING ON AN ELASTIC FOUNDATION WITH ALLOWANCE FOR DIFFERENT RESISTANTANCE OF MATERIALS AND CRACKING

  Alexander Treschev, Victor Telichko, Nikita Zolotov

  150-163

  DOI 10.22337/2587-9618-2019-15-4-150-163

  • PDF

  1711 318

• STRESS-STRAIN RELATION FOR CONCRETE IN NONUNIFORM TENSION

  Michael Zak

  164-169

  DOI 10.22337/2587-9618-2019-15-4-164-169

  • PDF

  1684 277