No. 24 (2020)

Articles

• STRAIN-STRESS DISTRIBUTION OF BRACED NODE OF FRAMED MULTI-STOREY WOODEN HOUSE

  Gilodo A.Y., Arsirii A.M.

  5-10

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• ВИЗНАЧЕННЯ ГЕОМЕТРИЧНИХ ХАРАКТЕРИСТИК ШПУНТУ ДЛЯ РОЗРАХУНКІВ ДЕФОРМУВАННЯ ТОНКИХ СТІНОК У 2D ПОСТАНОВЦІ

  Bezushko D., Arsirii E., Illichov V.

  11-18

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• DESIGNS OF LAMELLA ROOF WITH WOODEN I-BEAMSAND NODES OF TUBULAR ELEMENTS

  Boiadzhi A.O., Boyko A.V., Stoyanov V.V.

  19-27

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• TECHNOLOGICAL WORK OF PROVIDING SECONDARY PROTECTION OF METAL STRUCTURES AGAINST CORROSION IN CONDITIONS OF CHEMICAL ACTIVE ENVIRONMENTS

  Gibalenko O., Gibalenko V.A., Bocharova O.A.

  28-35

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• EXPERIENCE OF DESIGNING AND CONSTRUCTION OF BALDACHINS OVER THE BUILDING

  Holodnov O., Antoshina T.

  36-42

  • PDF (Ukrainian)

• DEVELOPED MODEL OF STEEL RESTRAINED ELEMENTS DESIGN FOR STABILITY BY THE COMPATIBLE ACTION OF TRANSVERSE BENDING AND TORSION

  Hudz S., Gasii G., Darienko V.

  43-52

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• PHYSICAL MODEL OF WORK OF THE SYSTEM «METAL PRELIMINARY TENSION REINFORCEMENT JACKET - DAMAGED REINFORCED CONCRETE BEAM»

  Karpiuk V., Danilenko D., Karpiuk I., Danilenko A.V., Somina Yu.

  53-70

  • PDF (Ukrainian)

• SPATIAL TRANSFORMATION OF STRUCTURAL ELEMENTS OF MODERN COATINGS SHELLS

  Kolomiychuk G., Kolomiichuk V.

  71-80

  • PDF (Ukrainian)

• PROVIDING OF FIRE-RESISTANCE OF THE EXPLOITED STEEL CONSTRUCTIONS

  Maladyka I., Shkarabura I., Antoshina T., Ivanov B.

  81-90

  • PDF (Ukrainian)

• PRACTICAL APPROACHES TO CALCULATING THE RELIABILITY OF MULTIPLE- BOLT JOINTS OF THE SILO BODY SHEETS

  Makhinko А., Makhinko N.

  91-97

  • PDF (Ukrainian)

• THE LOAD BEARING CAPACITY OF GLULAM BEAMS WITH NOTCHES AT THE SUPPORT

  Naichuk A.

  98-108

  • PDF (Ukrainian)

• THE POSSIBILITY OF THERMOGRAPHIC CONTROL METHOD APPLICATION FOR DETECTION OF CRACKS IN STEEL STRUCTURES

  Popadenko A., Kolesnichenko S.

  109-118

  • PDF (Ukrainian)

• CALCULATION OF A WOODEN FRAME OF A BUILDING TAKING INTO ACCOUNT THE DEVICE ON THE ROOF OF ALTERNATIVE ENERGY ELEMENTS

  Romanenko S., Andriievska Y.

  119-127

  • PDF (Ukrainian)

• EVALUATION OF THE STRESSED-STRAIN CONDITION OF THE ROOF TRUSSES OF ONE-STOREYED INDUSTRIAL BUILDING IN THE END BRACE BLOCKS TAKING INTO ACCOUNT THE WIND PRESSURE AT THE FLANK OF THE BUILDING

  Singayevsky P., Kupchenko Y.

  128-133

  • PDF (Ukrainian)

• EXPERIMENTAL INVESTIGATION OF BOLTED TIMBER CONNECTIONS WITH STEEL PLATES

  Shekhorkina S.

  134-140

  • PDF (Ukrainian)

• EXPERIENCE OF DESIGNING STEEL TRUSSES FROM RECTANGULAR HOLLOW SECTIONS ACCORDING TO EN 1993-1 REQUIREMENTS

  Shuryn A., Muhin A.

  141-148

  • PDF (Ukrainian)

• HEIGHT OPTIMIZATION OF A STEEL WELDED I-BEAM IN AREAS AT THE SUPPORTS

  Yanin A., Novikova S.

  149-158

  • PDF (Ukrainian)