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• INFLUENCE OF MECHANOCHEMICAL ACTIVATION OF MIXED PORTLAND CEMENT ON THE STRENGTH OF CEMENT STONE

  Ivan Barabash , Mykola Kirsanov , Kostiantyn, Streltsov

  3-11

  • pdf (Українська)

• INFLUENCE OF MECHANICAL ACTIVATION OF PORTLAND CEMENT WITH GROUND QUARTZ SAND ADDITIVE ON THE COMPRESSIVE STRENGTH OF CONCRETE

  Ivan Barabash, K. A., Streltsov , Mykola Kirsanov

  12-21

  • pdf (Українська)

• CEMENT MORTARS MODIFIED WITH DISCRETE FIBERS

  Hanna Hryshko , Denis Smolin , Yurii Savin , Anna Dymkivska , Ivan Zhurba , А.А., Drozd

  22-32

  • pdf (Українська)

• ВПЛИВ ДОБАВОК ТУГОПЛАВКИХ СПОЛУК ТА ТЕМПЕРАТУРИ ВИПАЛУ НА ГАММА РОЗСІЮВАННЯ ГЕОЦЕМЕНТНИХ КОМПАУНДІВ ПРИ КОНДИЦІЮВАННІ РАДІОАКТИВНИХ ВІДХОДІВ

  S.G., Guzii , V.V., Lashchivskyi , L.,A., Odukalets , O., Danyliuk

  33-40

  • pdf (Українська)

• INFLUENCE OF ACTIVATION METHODS OF THE FINE FRACTION OF RECYCLED CONCRETE WASTE USED AS A MINERAL ADDITIVE FOR CONCRETE

  L., Dvorkin , V., Zhitkovsky , V., Rudoi , O., Siatkovskiy

  41-53

  • pdf (Українська)

• PROPERTIES OF SELF-COMPACTING CONCRETES WITH A COMPLEX ADDITIVE-MODIFIER

  L., Dvorkin , Ruslan Makarenko , О.М., Бордюженко

  54-62

  • pdf (Українська)

• INCREASING THE ADHESION STRENGTH OF REPAIR MIXTURES BASED ON GYPSUM-CEMENT-SLAG BINDING AGENT

  L.J., Dvorkin , V.V., Marchuk , O.O., Levchyk

  63-69

  • pdf (Українська)

• EFFECTIVNESS OF ADDING CELLULOSE ETHER DURING GRINDING PROCCESS OF OIL-WELL CEMENT

  O. I. Krotiuk , L.J., Dvorkin

  70-76

  • pdf (Українська)

• РЕОЛОГІЧНІ ВЛАСТИВОСТІ ЦЕМЕНТНИХ ПАСТ З ВВЕДЕННЯМ ДИСПЕРСНОЇ ФРАКЦІЇ БЕТОННОГО БРУХТУ

  Vitalii., Marchuk Vitalii., , Leonid Dvorkin , Ruslan, Makarenko

  77-83

  • pdf (Українська)

• FEATURES OF FORMING CONSTRUCTION PRODUCTS USING SULFATE SLAG BINDING COMPONENTS

  O.M. Nazarenko , А.О., Berezovska , V.V., Tokmareva-Patlakhova , І.М. Nikonenko

  84-90

  • pdf (Українська)

• MECHANICAL ACTIVATION OF PORTLAND CEMENT WITH THE ADDITION OF GROUND LIMESTONE AND ITS EFFECT ON THE EXOTHERMIC AND STRENGTH OF CEMENT STONE

  K. A. Streltsov , A. V. Danylenko

  91-100

  • pdf (Українська)

• INCREASING THE EFFICIENCY OF THE USE OF GRANITE ASPIRATION DUST IN DRY CONSTRUCTION REPAIR MIXTURES

  O.A., Syatkovskiy

  101-109

  • pdf (Українська)

• PROSPECTS FOR THE USE OF INERT MATERIALS IN LANDSCAPE AND PARK CONSTRUCTION

  Ya.V., Yatsenko , K.О Kaverin , O.P., Bondarenko

  110-119

  • pdf (Українська)

• MECHANISMS OF INTERACTION BETWEEN REINFORCEMENT AND CONCRETE: CURRENT RESEARCH STATUS AND TECHNICAL ASPECTS

  L., Baranovich , А., Baranovich

  120-132

  • pdf (Українська)

• TEST RESULTS FOR A BEAM MANUFACTURED USING 3D PRINTING WITHOUT TRANSVERSE REINFORCEMENT.

  L.I., Vozniuk , D.Y., Burak , D.Y., Burak , Yu.Yu., Hovorukha

  133-140

  • pdf (Українська)

• ASSIGNMENT OF CIRCUMFERENTIAL REINFORCEMENT AREA IN REINFORCED CONCRETE RING JACKETS FOR STRENGTHENING THIN-WAIIED SHELLS OVER THE HEIGHT OF CHIMNEYS

  D.H., Hladyshev

  141-151

  • pdf (Українська)

• INFLUENCE OF ELEVATED SINGLE AND REPEATED TECHNOLOGICAL TEMPERATURES ON THE STRENGTH PROPERTIES OF HEAVY CONCRETE

  S.S., Gomon , M. S, Zinshuk , I. S., Dvoryansky

  152-157

  • pdf (Українська)

• ASSESSMENT OF THE STRESS–STRAIN STATE OF REINFORCED TIMBER BEAMS STRENGTHENED WITH WOOD–METAL ELEMENTS

  S.S., Gomon , A.P., Pavluk , P.S., Gomon , Yu.V., Puhach

  158-170

  • pdf (Українська)

• REGARDING THE ANALYSIS OF STUDIES ON THE WORK, CALCULATIONS, AND STRESS STATE OF NAIL CONNECTIONS OF TIMBER STRUCTURES. CALCULATION OF “STEEL–TIMBER” NAIL CONNECTIONS

  А., Goch , S., Maziarchuk , V Aleksiievets, A. Ivaniuk

  171-177

  • pdf (Українська)

• THE SPECULAR REFLECTION COEFFICIENT INFLUENCE OF THE CYLINDRICAL LIGHT SHAFT INNER SURFACE ON THE EFFICIENCY FOR DIFFERENT TYPES OF FIRMAMENTS

  V.A., Zdanevych , T.M., Kundrat , S.I., Litnitskyi , E.V., Pugachov

  178-188

  • pdf (Українська)

• COMPUTER MODELING OF THE DESIGN OF A MONOLITHIC SLAB FLOORING FOR A RESIDENTIAL BUILDING

  B., Karavan , Т., Plysiuk

  189-195

  • pdf (Українська)

• ENDS OF WOODEN BEAMS: IMPACT ON LOAD-BEARING CAPACITY AND DEFORMABILITY

  І., Klemko , Yu. Famulyak

  196-205

  • pdf (Українська)

• ENHANCEMENT OF THE IMPULSE METHOD FOR THE ANALYSIS OF SINGLE-DEGREE-OF-FREEDOM SYSTEMS UNDER DYNAMIC LOADS

  Dmitro Kochkarev, Taliat Azizov, Oleksandr Hryshchenko

  206-214

  • pdf (Українська)

• DESIGN ASSESSMENT OF THE RELIABILITY OF CONTINUOUS REINFORCED CONCRETE BEAMS UNDER LOW-CYCLE REPEATED AND ALTERNATING LOADS OF DIFFERENT LEVELS

  G.H. Masyuk , O.V., Yushchuk , S. M. Melnychuk , V.I., Sirochuk , M.I. Muzychuk

  215-224

  • pdf (Українська)

• OPTIMIZATION OF REINFORCEMENT IN CLT PANELS BASED ON NUMERICAL STRESS-STRAIN ANALYSIS

  D.V., Mykhailovskyi , P. S., Gomon , M.M., Medvidʹ

  225-233

  • pdf (Українська)

• RESULTS OF EXPERIMENTAL STUDIES OF REINFORCED CONCRETE BEAMS WITH DAMAGE IN THE PURE BENDING ZONE UNDER A LOAD OF 30% OF THE ULTIMATE CAPACITY

  N.A., Mykhalevskyi , P.I., Vegera , Z.Y., Blikharskyi

  234-242

  • pdf (Українська)

• USE OF PERFORATED I-BEAMS OF VARIABLE RIGIDITY IN A STEEL SMALL-ELEMENT FARM AND STUDY OF ITS RATIONALITY

  O.I., Nalepa , Y.V., Romaniuk , D.T., Neverkovets , A.V., Kovtonyuk

  243-251

  • pdf (Українська)

• STIFNESS OF MODIFIED TIMBER BEAMS UNDER OBLIQUE BENDING CONDITIONS

  A.P., Pavluk , M.M., Skrypnyk , R.V., Pasichnyk

  252-261

  • pdf (Українська)

• LOAD CAPACITY OF SOLID-SECTION WOODEN BEAMS AFTER LONG-TERM MOISTURE

  М.М., Roshchuk , S.S., Gomon

  262-268

  • pdf (Українська)

• APPLICATION OF THREE-DIMENSIONAL AND FINITE ELEMENT METHODS FOR DETERMINING THE STRESS STATE OF CYLINDRICAL TUNNEL LININGS

  V.M. Trach , A.V. Podvornyi , V. I., Litnitskyi

  269-278

  • pdf (Українська)

• INFLUENCE OF DEGREES OF FREEDOM ON THE DETERMINATION OF NATURAL FREQUENCIES OF BRIDGE STRUCTURES

  V.M., Trach , M.M., Khoruzhyi , Y.V., Boreichuk

  279-287

  • pdf (Українська)

• CRACK RESISTANCE OF DOUBLE-HINGED REINFORCED CONCRETE FRAMES WITH ARTIFICIAL STRESS REGULATION

  S.V. Filipchuk , O.L. Sobishchanskyi

  288-295

  • pdf (Українська)

• TECHNOLOGY FOR CONSTRUCTING A RETAINING WALL FROM BORED PILES FOR AN UNDERGROUND STRUCTURE LOCATED ON A SLOPE

  I., Aleksiievets , V., Aleksiievets , A., Ivaniuk , T., Sasovskiy

  296-303

  • pdf (Українська)

• RECONSTRUCTION OF AN INDIVIDUAL FOUNDATION BENEATH A COLUMN OF A SINGLE-STOREY INDUSTRIAL FRAME BUILDING THAT HAS EXPERIENCED SETTLEMENT

  M.O., Berezan , D.V., Gretskyi , Mekuria., Demessie , S.V., Yurchenko

  304-310

  • pdf (Українська)

• STUDY OF THE EFFICIENCY OF STABILIZING LOESS SOIL MASSIFS

  Denys, Gretskyi , Serhii Pryanik , Mikola, Berezan , Serhii, Yurchenko

  311-318

  • pdf (Українська)

• CHANGES IN THE DEFORMATION AND SETTLEMENT PARAMETERS OF LOESS SOILS IN THE FOUNDATIONS OF BUILDINGS UNDER THE INFLUENCE OF WETTING WATER TEMPERATURE

  Mekuria, Demessie , Denys, Gretskyi Denys, , Serhii, Pryanik , Mikola Berezan

  319-326

  • pdf (Українська)

• FLOORING OPTIONS FOR OFFICE SPACES

  Ye.Ye., Babich , P.S., Gomon , O. Ye., Polianovska , T., Prokopets

  327-333

  • pdf (Українська)

• ВІМ- TECHNOLOGIES IN THE PROCESS OF CONSTRUCTION FACILITIES SUPPORT DURING OPERATION

  V.O., Basisty , A. S., Potyeha , V.M., Andrukhov

  340-348

  • pdf (Українська)

• BUILDING STRUCTURE AS AUTOPOISIS SYSTEM

  O.O., Korobko , V.D., Tymoshova , V.O., Kushir

  349-356

  • pdf (Українська)

• THE APPLICATION FIELD OF STEEL SPIRAL-FOLD SILOS

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

  357-366

  • pdf (Українська)

• BEHAVIOR OF COMBINED FIBER-REINFORCED CONCRETE UNDER THE ACTION OF DE-ICING AGENTS

  О.M., Рolischuk , Y.Y., Ziatiuk

  367-372

  • pdf (Українська)

• FEATURES OF MAGNESIUM FLAME EXTINGUISHING WITH DRY MIXTURES

  Yu.V., Tsapko , O.P., Bondarenko , O.Yu., Tsapko , K.О., Kaverin

  373-380

  • pdf (Українська)

• FEATURES OF RECONSTRUCTION OF BUILDINGS WITH MASONRY WALLS TAKING INTO ACCOUNT SEISMIC REQUIREMENTS

  L.I., Vozniuk , U.I., Ivanochko , Y.B., Merezhko , D.A., Serban

  381-387

  • pdf (Українська)

• ENERGY SAVING DURING THERMAL TREATMENT OF CONCRETE USING ADDITIVES

  Т. M. Dekhta, S. V. Bondarenko, S. V. Vasylenko,

  388-393

  • pdf (Українська)

• STABILIZATION OF THE POSITION OF A REINFORCED CONCRETE RETAINING WALL ACCORDING TO THE RESULTS OF ITS TECHNICAL INSPECTION

  V., Karavan , S., Filipchuk , M., Fursovych , B., Karavan

  394-403

  • pdf (Українська)

• RESTORATION THE FUNCTIONING OF ENGINEERING NETWORKS WITH REINFORCED CONCRETE STRUCTURES DAMAGED DURING SHELLING

  L. M., Ksonshkevych , O. M., Krantovska , S. V., Synii , S. O., Uzhehov , O. A., Uzhegovа

  404-413

  • pdf (Українська)

• FEATURES OF RECONSTRUCTION OF POST-PRODUCTION TERRITORIES

  V.A., Lipyanin , A.O., Muliavka , P. О. Sunak , S.Y. Drobyshynets

  414-423

  • pdf (Українська)

• THERMAL MODERNIZATION OF BUILDINGS IN UKRAINE WITHIN THE CONTEXT OF CONSTRUCTION INDUSTRY DECARBONIZATION: GLOBAL SUSTAINABLE PRACTICES AND UKRAINIAN PROSPECTS

  O., Mayevskа , А., Manziuk , R., Shchupakivskyi , O., Udovytskyi , V., Mayevskyy

  424-433

  • pdf (Українська)

• RESULTS OF THE INSPECTION AND TECHNICAL ASSESSMENT OF AN INDUSTRIAL BUILDING BEFORE THE INSTALLATION OF A ROOFTOP SOLAR POWER PLANT

  I. M., Matiushenko , S. V., Gayda , I. Z., Rutkovs`ka , O. M., Udovytskyi

  434-441

  • pdf (Українська)

• MODELING THE RELIABILITY OF ENGINEERING STRUCTURES IN THE CONSTRUCTION OF OBJECTS ON STEEP SLOPES

  О.M. Nazarenko , А.О., Berezovska , О.І. Shurenkov , А.S. Kalantaev , M.М., Loznyi

  442-448

  • pdf (Українська)

• SELECTION OF THE OPTIMAL OPTION FOR METAL PROFILE ROOFING

  Ye.Ye. Babich, P.S. Homon, O.Ye. Polianovska, А. Yusenko

  334-339

  • pdf (Українська)

• THEORETICAL APPROACHES TO CHOOSING THE SEQUENCE OF IMPLEMENTATION OF ENERGY-EFFICIENT MEASURES IN BUILDINGS

  D.V., Namchuk , V.S., Dovbenko

  449-461

  • pdf (Українська)