No. 39 (2021)

Статті

• DETERMINATION OF STRESS-DEFORMED CONDITION AND STRENGTH OF NORMAL SECTIONS OF UNCONNECTIVE REINFORCED CONCRETE BEAMS UNDER ACTIONS OF SMALL CYCLIC SECONDARY SUBJECTS

  G.H. Masjuk , O.V., Yushchuk , G. V., Masjuk

  102-111

  • pdf (Українська)

• CLASSICAL MODEL OF ACTUAL WORK OF SOLID TIMBER FOR COMPRESSION ALONG FIBERS WITH SHORT-TERM LOADING

  P.V., Yasniy , S.S, Gomon

  145-153

  • pdf (Українська)

• COMPLEX SAFETY OPERATION OF BUILDING STRUCTURES

  V.M., Vyrovoy , O.O., Korobko , O.M., Kushnir , L.V., Pekar , N.F., Urazmanova

  213-220

  • pdf (Українська)

• OPERATING CONDITION AND RECONSTRUCTION OF A SMALL REINFORCED CONCRETE FOUR-HINGED BRIDGE

  V.G., Kvasha , L.V., Saliychuk , YaoXin, YaoXin,

  254-268

  • pdf (Українська)

• RESEARCH OF INFLUENCE OF CORROSION OF REINFORCEMENT ON REINFORCED CONCRETE ELEMENTS` STRESS-STRAIN STATE

  Ya. Z., Blikharskyy , N.S., Kopiika , S., Solodkyy , L.M., Ivanytska

  38-46

  • pdf (Українська)

• IMPROVED METHOD OF DIAGRAMS CONSTRUCTION OF DEFORMATION HIGH-STRENGTH-CONCRETE FOR COMPRESSION

  Marek Dohojda, S.V. Filipchuk , O.I. Nalepa , Y.T. Kovalchuk

  84-92

  • pdf (Українська)

• DISTRIBUTING OF TEMPERATURE IS IN LOWER RING OF SHED OVER TRIBUNES OF STADIUM NSC «OLIMPIYSKIY» IN THE CONDITIONS OF DANGEROUS SCENARIO OF FIRE PROCESS

  A.I., Siyanov

  129-134

  • pdf (Українська)

• DESIGN VALUES OF AIR TEMPERATURE FOR REGIONS OF UKRAINE

  V.A., Pashynskyi , M.V., Pashynskyi , I.I., Grynyova

  188-196

  • pdf (Українська)

• TECHNICAL STATE AND RESIDUAL RESOURCE OF REINFORCED CONCRETE BRIDGES ON ROADS IN RIVNE

  V., Karavan , O., Borysiuk , S., Filipchuk

  237-244

  • pdf (Українська)

• MACROPOROUS FINE-GRAINED CONCRETE WITH USING OF STONE CRUSHING WASTE

  L.Y., Dvorkin, O., Bordiuzhenko, T., Myronenko

  12-19

  • pdf (Українська)

• DETERMINATION OF THE CALCULATED VALUES OF STRENGTH AND RIGIDITY OF GLUED WOODEN BEAM DURING A FIRE

  S., Guzii

  63-73

  • pdf (Українська)

• BASICS OF CALCULATING THE ADHESION OF REINFORCEMENT TO CONCRETE IN REINFORCED CONCRETE ELEMENTS

  V.M., Romashko , O. V., Romashko-Maistruk

  112-120

  • pdf (Українська)

• MIXED METHOD OF CALCULATION OF A BUILDING WITH SUSPENDED FLOORS

  T.N., Azizov , D.V., Kochkarev

  154-161

  • pdf (Українська)

• CALCULATION OF THE STRESSED AND DEFORMED CONDITION OF REINFORCED WOODEN BEAMS OF RECTANGULAR SECTION

  P.S., Gomon , V.V., Savitskiy , M. V., Polishchuk

  221-228

  • pdf (Українська)

• CONSTRUCTIONAL SOLUTIONS AND CALCULATIONS OF ELEMENTS OF PROTECTIVE STRUCTURES OF CIVIL PROTECTION WITH REINFORCED CONCRETE ARCHED COATINGS

  Y., Babych , D., Kochkarev, S.V. Filipchuk , V.V., Karavan

  162-176

  • pdf (Українська)

• CALCULATION OF CONTINUOUS REINFORCED CONCRETE BEAMS WITH ADDITIONAL DISPERSED REINFORCING BY STEEL FIBERS, TAKING INO ACCOUNT THE REDISTRIBUTION OF FORCES

  O.V., Andriichuk , M., Ninichuk

  29-37

  • pdf (Українська)

• STRESSED STATE OF GLUED WOODEN BEAMS WITH COMBINED REINFORCEMENT

  S.S., Gomon , P.S, Gomon , M. V., Polishchuk

  47-56

  • pdf (Українська)

• CHANGE OF NORMAL CRACK WIDTH INTHE REINFORCED-CONCRETE BENDING ELEMENTS UNDER THE ACTION OF ALTERNATING LOW-CYCLE LOADINGS

  O.I., Korniichuk , G.Ch., Masjuk , I.I., Aleksiievets , V.I., Aleksiievets , A.M., Ivaniuk

  93-101

  • pdf (Українська)

• BEARING CAPACITY AND DEFORMATIVITY OF SPAN ELEMENTS MADE OF CELLULAR CONCRETE CONTAININGBUTT-END STOPS AND REINFORCED BY UNCONVENTIONAL REINFORCEMENT

  Yu., Famulyak , S., Burchenya

  135-144

  • pdf (Українська)

• STRESS-STRAIN STATE OF THICK ANISOTROPIC COMPOSITE CYLINDRICAL SHELLS PROTECTED BY FUNCTIONALLY-GRADED MATERIAL UNDER THERMAL ACTION

  V.M., Trach , A.V., Podvornyi , V.V., Merzluk

  197-212

  • pdf (Українська)

• FORECASTING OF ROAD COVERING OPERATION TEMPERATURE REGIME OF KYIV-LVIV MOTORWAY

  A., Kariuk

  245-253

  • pdf (Українська)

• INFLUENCE OF VIBROPRESSING PARAMETERS ON OBTAINING HIGH-STRENGTH FINE-GRAIN CONCRETE BASED ON SEMI-DRY MIXTURES

  V.V., Zhitkovsky , L.Y., Dvorkin

  20-28

  • pdf (Українська)

• NUMERICAL SIMULATION OF THE CRACK FORMATION MOMENT IN REINFORCED CONCRETE STRUCTURES WITH USING SE "SAPFIR"

  Ye., Dmytrenko , I., Yakovenko

  74-83

  • pdf (Українська)

• COMPARISON OF CALCULATIONS OF THE SECTION AREA OF LONGITUDINAL REINFORCEMENT IN BENDING ELEMENTS OF THE BRAND PROFILE

  V.V. Savitskiy, A.O., Lozytska

  121-128

  • pdf (Українська)

• SPAN STRUCTURES OF REINFORCED CONCRETE BRIDGES WITH MULTIFUNCTIONAL CANTILEVERS

  V.G., Kvasha , YaoXin YaoXin, L.V., Saliychuk , R.A. Shulyar

  177-187

  • pdf (Українська)

• TECHNICAL CONDITION OF THE ARCHITECTURE MONUMENT IN THE LANDSLIDE ZONE IN ODESSA

  V.S., Dorofeev , N.V., Pushkar

  229-236

  • pdf (Українська)

• ФАКТИЧЕСКАЯ СМЕННАЯ ЭКСПЛУАТАЦИОННАЯ ПРОИЗВОДИТЕЛЬНОСТЬИ СТОИМОСТЬ МОНТАЖА БАШЕННОГО КРАНА И СРАВНЕНИЕ ИХ С НОРМАТИВНЫМИ

  Ye.Ye., Babich , P.S., Homon , V.V., Lashchivskyi , O. Ye., Polianovska , I.R. Pavlovets , O.R. Kondratiuk

  268-279

  • pdf (Українська)

• FEATURES OF DESIGNING THE COMPOSITIONS OF MODIFIED MORTARS

  L.J., Dvorkin, В.В., Марчук

  3-11

  • pdf (Українська)

• METHODOLOGY OF EXPERIMENTAL RESEARCH OF CONTINUOUS TIMBER ON COMPRESSION ALONG THE FIBERS UNDER THE INFLUENCE OF AN AGGRESSIVE ENVIRONMENT

  S.S, Homon , S., Savchuck , O.V., Vereshko , L.Y., Kulakovskyi

  57-62

  • pdf (Українська)