No. 40 (2021)

Статті

• FOR DETERMINATION OF BEARING CAPACITY OF INCLINED BURO- INJECTION PILE

  M.A Fursovych , V.V. Suprunyuk , Y.Y., Ziatіuk

  209-216

  • pdf (Ukrainian)

• DESIGN OF COMPOSITIONS OF MIXTURES SUITABLE FOR 3D CONSTRUCTION PRINTER

  L.J., Dvorkin, V.V., Marchuk , L.I, Nikhaeva , A.S., Grigorchuk

  32-39

  • pdf (Ukrainian)

• WOODEN BEAMS WORK IN THE CONDITIONSOF SLANTING BEND AT DIFFERENT ANGLES OF INCLINATION

  A.P., Pavluk , С.С., Gomon

  145-158

  • pdf (Ukrainian)

• RECONSTRUCTION OF THE CITY RAILWAY AND THE RESULTS OF ITS NATURAL TESTS

  Yao Xin, Yao Xin, , M.Z Yupin , L.V., Saliychuk , V.G., Kvasha

  267-279

  • pdf (Ukrainian)

• WAYS TO INCREASE THE RIGIDITYS OF ELEMENTS FROM WHOLE AND GLUE WOOD WITH TRANSVERSE BENDING

  V.Y., Babych , P.S., Gomon, O., Prashchur

  97-104

  • pdf (Ukrainian)

• JOINT WORK OF COMPOSITE REINFORCEMENT WITH LIGHT AND HEAVY CONCRETE

  O.S., Chapiuk, A.V., Grishkova, D.Y., Kysliuk , O.A., Pakholiuk, I.V., Zadorozhnikova

  217-223

  • pdf (Ukrainian)

• MODELING OF ARRAY OF CELLULAR CONCRETE AND ITS WORK UNDER LOAD

  Yu., Famulyak

  40-52

  • pdf (Ukrainian)

• STRESS-STRAIN STATESTUDY ON CELLULAR STEEL BEAMS WITH AND WITHOUT STIFFENERSALONG THE OPENING EDGEBY FINITE ELEMENT METHOD

  M.I., Pidgurskyi , I.M., Pidgurskyi , V. V., Slobodian

  159-165

  • pdf (Ukrainian)

• ON THE CHOICE OF A CALCULATION SCHEME FOR A STATICALLY UNDETERMINED METAL FRAME

  Yu.I., Bodnar

  105-112

  • pdf (Ukrainian)

• EXPERIMENTAL RESEARCH OF SPATIAL WORK OF CROSS-RIB FLIGHT STRUCTURE ON A LARGE-SIZED REINFORCED CONCRETE MODEL

  Yao Xin, Yao Xin, , L.V., Saliychuk

  224-233

  • pdf (Ukrainian)

• EXPERIMENTAL STUDIES OF THE INFLUENCE OF THE RUBBER CRUSH CONTENT ON THE PROPERTIES OF ASPHALT CONCRETE MIXTURES

  O.P., Shymchuk , V.O., Protsiuk , L.O., Talakh

  53-61

  • pdf (Ukrainian)

• FROM THE OPERATION EXPERIENCE OF ECONOMICAL METAL SPIRAL-FOLD SILOS FOR BULK MATERIALS

  S.F., Pichugin , K.O., Oksenenko

  166-173

  • pdf (Ukrainian)

• STUDY OF PHYSICO-MECHANICAL CHARACTERISTICS OF MATERIALS USING DIGITAL IMAGECORRELATION

  Ya. Z., Blikharskyy

  3-9

  • pdf (Ukrainian)

• ANCHORAGE ANDSTRENGTHENED DESIGN OF REINFORCED CONCRETE ELEMENTS BY COMPOSITE MATERIALS

  P., BorіsyukА., Y.Y., Ziatіuk , Y. I. Zinchuk , M.V. Matveev , A. M. Soloshko

  113-120

  • pdf (Ukrainian)

• DYNAMICS OF CHANGE CRITICAL DEFORMATIONS OF WOOD WITH DIFFERENT HUMIDITY INDICATOR

  P.V., Yasniy , S.S, Homon

  234-241

  • pdf (Ukrainian)

• TORSIONAL STIFFNESS OF REINFORCED CONCRETE ELEMENTS WITH NORMAL CRACKS, WHICH HAS AN INVERTED T-BEAM SECTION

  Taliat Azizov,, Rolando Pereiras

  62-72

  • pdf (Ukrainian)

• ENSURING THE DURABILITY OF RIGID PAVEMENTS TO HIGHWAYS THROUGH THE USE OF DISPERSED REINFORCEMENT

  V.O., Protsiuk , O. V., Andriichuk , O.P., Shymchuk

  174-181

  • pdf (Ukrainian)

• CHANGE OF STRENGTH INDICATORS OF TIMBER UNDER THE INFLUENCE OF AN AGGRESSIVE ENVIRONMENT

  S.S, Homon , O.V., Matviiuk , T.О., Dovbenko , S.М., Savchuck, O.V., Vereshko , L.Y., Kulakovskyi

  10-17

  • pdf (Ukrainian)

• METHOD OF DETERMINATION OF THE INITIAL MODULUS OF ELASTICITY AND THE MODULE OF WOOD DEFORMATIONS OF DIFFERENT AGES

  S.S., Gomon , S.S., Gomon , V. V., Savitskiy , N.Yu., Chornomaz

  121-128

  • pdf (Ukrainian)

• INSPECTION OF A MONOLITHIC REINFORCED CONCRETE SLAB WITH CRACKS

  S.Y., Drobyshynets , D.Y., Kysliuk , L.O., Talakh , S.O., Uzhehov , O.A., Uzhehova

  242-250

  • pdf (Ukrainian)

• CONSTRUCTION SOLUTIONS, CALCULATION, AND APPLICATION OF GLUED WOODEN STRUCTURES IN PUBLIC BUILDINGS

  V., Aleksiievets , І.І., Aleksiievets , A., Ivaniuk , O., Korniichuk

  73-78

  • pdf (Ukrainian)

• STRESS-DEFORMED STATE OF INTERMEDIATE SUPPORTS OF INSEPARABLE PERFORATED BEAMS UNDER SYMMETRICAL LOADING

  V.V., Romaniuk , V.V., Supruniuk , L.I., Bezniuk

  182-190

  • pdf (Ukrainian)

• УЛУЧШЕНИЕ ФИЗИКО-МЕХАНИЧЕСКИХ СВОЙСТВ БИТУМНЫХ ВЯЖУЩИХ МОДИФИЦИРОВАННЫМИ ДОБАВКАМИ

  E.F. Guyvan , M.T., Kuzlo

  18-23

  • pdf (Ukrainian)

• METHOD OF CALCULATION OF STRENGTH IN INCLINED SECTIONS OF BEAM REINFORCED CONCRETE ELEMENTS

  О.O., Dovzhenko , V.V., Pohribnyi , О.О., Malovana , О.М., Shytova

  129-136

  • pdf (Ukrainian)

• TECHNICAL CONDITION OF THE REINFORCED CONCRETE BRIDGE ON THE Т-14-04 CHERVONOGRAD – RAVA-RUSSKA ROAD

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

  251-259

  • pdf (Ukrainian)

• RESEARCH OF WORK OF STEEL FIBER CONCRETE GUTTERS UNDER SINGLE LOADS USING THE LIRA SOFTWARE COMPLEX

  O. Andriichuk, , I. Yasyuk,

  79-86

  • pdf (Ukrainian)

• VARIATIONAL PRINCIPLE FOR DETERMINING THE PARAMETERS OF FREE VIBRATIONS OF A THICK-WALLED ELASTIC ANISOTROPIC CYLINDRICAL SHELL

  V.M., Trach , A.V., Podvornyi , O.G., Bondarskyy

  191-208

  • pdf (Ukrainian)

• HIGH EARLY STRENGTH CEMENT CONCRETE

  L.J., Dvorkin , V.V., Zhitkovsky

  24-31

  • pdf (Ukrainian)

• FEATURES OF CALCULATION FOR THE SECOND GROUP OF LIMIT STATES OF CONTINUOUS REINFORCED CONCRETE BEAMS UNDER THE ACTION OF LOW-CYCLE ALTERNATING LOADS

  G.H., Masiuk , O.V., Yushchuk , T.A., Sasovskiy

  137-144

  • pdf (Ukrainian)

• BEARING CAPACITY OF COMPRESSED PILLARS

  Y.V., Klymenko, I.I., Grynyova

  260-266

  • pdf (Ukrainian)

• METHODOLOGY OF OBTAINING DIAGRAMS OF CONCRETE DEFORMATION UNDER DYNAMIC INFLUENCE

  Y. M. Babych , M. M. Baranovskyi M. M., D. V. Kochkarev , S. V. Filipchuk

  87-96

  • pdf (Ukrainian)