No. 26 (2022)

Articles

• TIMBER FOOTBRIDGES – VALORIZATION OF PARAMETRIC ANALYSIS IN OPTIMIZATION OF LAYOUT OF BEAM BRIDGES

  Bjelanović A., Štimac Grandić I., Франоліч Ф.

  5-14

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• TIMBER CURTAIN WALL – INNOVATIVE STRUCTURALLY GLAZED UNITISED SYSTEM FOR BUILDING ENVELOPES

  Buljan N., Bjelanović A., Turkulin H.

  15-24

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• PARAMETERS DETERMINING THE DEGREE OF THE REQUIRED EXTERNAL TRANSVERSAL FRP REINFORCEMENT OF METAL CYLINDRICAL TANKS

  Dziuba S., Korshak O., Mikhailov O.

  25-32

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• EXPERIMENTAL STUDIES OF ELEMENTS OF METAL CYLINDRICAL STRUCTURES STRENGTHENED BY EXTERNAL TRANSVERSAL CFRP REINFORCEMENT

  Dziuba S., Korshak O., Mikhailov O.

  33-43

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• ANALYSIS OF STUDIES ON INCREASING THE EXPLOSION RESISTANCE OF CONNECTIONS IN WOODEN STRUCTURES

  Gilodo A., Kolomiychuk G., Kolomiichuk V., Arsirii A.

  44-54

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• APPLICATION OF HYSTERESIS ENVELOPE MODEL TO STEEL BEAM-TO-COLUMN BOLTED JOINT

  Krolo P.

  55-62

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• THE RATIONAL SCHEME DEFINITION OF THE CROSSTRUSSWEB ALONG THE BOTTOM CHORD OF INDUSTRIAL BUILDINGTRUSSES

  Kupchenko Y., Singayevsky P., Korshak О.

  63-71

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• DEFORMABILITY OF STEEL REINFORCEMENT UNDER THE ACTION OF CYCLIC LOADING

  Somina Yu., Ahaieva O.

  72-77

  • PDF (Ukrainian)

• METHODS OF ANALYSIS OF FRAME STRUCTURES ACCORDING TO THE EUROCODE EN 1993-1-1

  Wojnar A., Śleczka L.

  78-87

  • PDF (Ukrainian)

• DEFLECTIONS OF REINFORCED AND NON-REINFORCED BEAMS OF RECTANGULAR SECTION OF GLUED WOOD

  Gomon Petro, Polishchuk Mykola

  88-96

  • PDF (Ukrainian)

• FEATURES OF DEFORMATION, DESTRUCTION AND CALCULATION OF DAMAGED BASALT CONCRETE BEAMS REINFORCED WITH CARBON FIBER CLOTH

  Karpiuk I.

  97-114

  • PDF (Ukrainian)

• STEEL CLAMP AS EXPRESS METHOD OF REINFORCEMENT OF REINFORCED CONCRETE DAMAGED COLUMNS

  Klymenko Ye., Maksiuta E.

  115-127

  • PDF (Ukrainian)

• EVALUATION THE CORROSION PROTECTION OF STRUCTURES BY ACTUAL CONDITION

  Onyshchenko A., Gibalenko O., Gibalenko V.

  128-134

  • PDF (Ukrainian)

• EXPERIMENTAL STUDY OF STRUCTURE ELEMENTS OF METAL SPIRAL-FOLD SILOS

  Pichugin S., Dmytrenko A., Oksenenko K.

  135-144

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• INVESTIGATION OF THE CREEP EFFECT ON THE STRESS-STRAIN STATE ON TIMBER-REINFORCED CONCRETE MULTISTOREY BUILDINGS

  Shekhorkina S., Kovtun-Gorbachova T., Chaban V.

  145-154

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• DETERMINATION OF THE OPTIMAL BEAMS STEP FOR THE WOOD FLOOR

  Yanin A., Novikova S.

  155-163

  • PDF (Ukrainian)