No. 37 (2019)

Статті

• ОСНОВНІ ПРИНЦИПИ ВИРІШЕННЯ ЗАДАЧ БАГАТОПАРАМЕТРИЧНОГО ПРОЕКТУВАННЯ СКЛАДІВ БЕТОНУ

  Л Й Дворкин

  3-10

  • PDF (Ukrainian)

• REACTIVE POWDER FIBER-REINFORCED CONCRETE WITH COMPOSITE DISPERSED REINFORCEMENT

  О М Бордюженко, В В Савицький, Б І Гнатишин, Д О Виховський

  11-17

  • PDF (Ukrainian)

• PRACTICAL METHOD OF STRENGTHENING REINFORCED CONCRETE ELEMENTS CALCULATION

  В Є Бабич, В В Савицький, Ю Ю Зятюк

  307-315

  • PDF (Ukrainian)

• RESEARCH WORK ON DAMAGED REINFORCED CONCRETE ELEMENTS AND THEIR POSSIBLE STRENGTHENING METHODS

  Я З Бліхарський, Н С Копійка

  316-322

  • PDF (Ukrainian)

• DESIGN OF REINFORCEMENT OF ROOF FARM

  С М Романенко, Я П Андрієвська

  323-330

  • PDF (Ukrainian)

• AESTHETICS OF RECONSTRUCTED BRIDGES

  В Г Кваша, Л В Салійчук, Р А Шуляр

  276-286

  • PDF (Ukrainian)

• USE OF PRECAST REINFORCED PAVEMENT SLAB FOR RECONSTRUCTION OF OLD CONSTRUCTION BRIDGES

  С М Стечишин, В Г Кваша

  287-295

  • PDF (Ukrainian)

• USE OF 3D PROCEDURE FOR CALCULATION OF STRESSED STATE OF LAYERED ANISOTROPIC CYLINDER SHELLS UNDER ACTION OF LATERAL PRESSURE

  В М Трач, М П Семенюк, А В Подворний

  296-306

  • PDF (Ukrainian)

• SELECTION OF LONGITUDINAL TENSILE REINFORCEMENT OF REINFORCED CONCRETE BEAMS, TAKING INTO ACCOUNT THE ACTUAL WORK OF CONCRETE AND REINFORCEMENT

  О Є Янін

  269-275

  • PDF (Ukrainian)

• A PROCEDURE FOR THE CALCULATION OF THE STRESS-STRAIN STATE OF REINFORCED CONCRETE BEAMS WITH EXTERNAL STRENGTHENING

  О М Чеканович, В П Журахівський

  262-268

  • PDF (Ukrainian)

• THEORETICAL SOLUTION OF THE EQUATIONS OF EQUILIBRIUM FOR REINFORCED CONCRETE ELEMENTS OF CIRCULAR CROSS SECTION

  М Г Чеканович

  255-261

  • PDF (Ukrainian)

• STRESS-STRAIN STATE OF ANNULUS SECTION OF REINFORCED CONCRETE ELEMENTS

  М Г Чеканович

  248-254

  • PDF (Ukrainian)

• REACTIVE-POWDER CONCRETE AS A SEMI-FINISHED PRODUCT FOR THE PRODUCTION OF DRY CONSTRUCTION MIXTURES OF VARIOUS PURPOSE

  Л Й Дворкін, В В Марчук, Б В Марчук

  18-25

  • PDF (Ukrainian)

• REACTIVE POWDER CONCRETE WITH FLY ASH AS ACTIVE MINERAL ADMIX COMPOSITION DESIGN

  В В Житковский, Л И Дворкин, Ю А Степасюк, В М Механчук, В В Паничевний

  26-34

  • PDF (Russian)

• INFLUENCE OF LASER RADIATION ON HEAVY CONCRETE

  І І Кархут

  35-47

  • PDF (Ukrainian)

• FORMATION OF MICRO-DISPERSION STRUCTURES OF CONSTRUCTION MATERIALS

  Л М Коверніченко

  48-53

  • PDF (Ukrainian)

• STRUCTURAL DIVERSITY AND PROPERTIES OF CONCRETES AT LONG-TIME HARDENING

  О О Коробко, В М Вировой, Ю О Закорчемний, О М Кушнір

  54-61

  • PDF (Ukrainian)

• STRUCTURE, STRENGTH AND FRACTURE MECHANICS OF LIGHT CONCRETE BASED ON CLAYDITE OF THE REPUBLIC OF BELARUS

  С Д Семенюк, Ю Г Москалькова, В А Ржевуцкая

  62-71

  • PDF (Ukrainian)

• BEAD FILLERS - POROURITES FOR CONCRETE FROM WASTES OF THE MINING ENTERPRISES OF KRYVIY RIH

  О П Хільченко

  72-79

  • PDF (Ukrainian)

• INFLUENCE OF NANOMODIFIER TYPE ON CONCRETE STRENGTH

  О О Шишкіна, О О Шишкін

  80-88

  • PDF (Ukrainian)

• INVESTIGATION OF PHYSICAL AND MECHANICAL PROPERTIES OF FIBERGLASS REINFORCEMENT AND IT’S FIXING IN CONCRETE WARES

  С М Романенко, Я П Андрієвська

  198-205

  • PDF (Ukrainian)

• CHOOSING A RATIONAL SCHEME OF ROOF TRUSSES WITH CURVILINEAR BELTS

  В В Романюк, В В Супрунюк

  206-213

  • PDF (Ukrainian)

• GENERAL MODEL OF ADHESION REINFORCEMENT OF CONCRETE

  О В Ромашко, В В Ромашко, О Д Журавський

  214-221

  • PDF (Ukrainian)

• EXPERIMENTAL RESEARCHES OF THE STRESS-STRAIN STATE OF PRECAST-MONOLITHIC NON-DISSECTING REINFORCED CONCRETE BEAMS AT REPEATED LOADS.

  В В Савицький

  222-230

  • PDF (Ukrainian)

• METOD AND RESULT OF EXPERIMENTAL RESEARCHES ON RESILIENTLY-PLASTIC PROPERTIES OF FINELY-GRAINET CONCRETE UNDER SMALL CYCLE LOADING OF HIGH LEVELS

  Ю М Панчук

  192-197

  • PDF (Ukrainian)

• FLEXIBLE LAMELLAR ANCHOR AS A MEANS OF ROD ANCHORING IN THE MASS OF CELLULAR CONCRETE

  Ю Є Фамуляк, Б Г Демчина

  231-239

  • PDF (Ukrainian)

• RESEARCH OF TACTICAL TENSIONS OF CLUTCH OF GLASS-COMPOSITE AND METAL REINFORCEMENT BARS WITH HEAVY CONCRETE

  О С Чапюк, Д Я Кислюк, А В Гришкова

  240-247

  • PDF (Ukrainian)

• SIMULATION OF THE STRESS-STRAIN STATE OF LIGHTWEIGHT MULTILAYER OVERLAP

  Л І Вознюк

  129-135

  • PDF (Ukrainian)

• RESEARCH OF DEFORMATIVE PROPERTIES OF CONCRETE CLASS C50/60 TAKING INTO ACCOUNT THE DESCENDING BRANCH OF DEFORMATION

  Марек Дохойда, Є М Бабич, С В Філіпчук, В В Савицький

  175-183

  • PDF (Ukrainian)

• ANALYSIS OF RESEARCH WORK STATICALLY UNSPECIFIED REINFORCED CONCRETE BEAMS IN THE ACTION OF LOW-CYCLE REPEATS AND CHANGING LOADS

  Г Х Масюк, О В Ющук, В Г Масюк, В С Лапчук

  184-191

  • PDF (Ukrainian)

• COMPARATIVE STRENGTH CALCULATION OF VERTICAL JOINTS OF PREFABRICATED WALL ELEMENTS

  О О Довженко, В В Погрібний, Д Ю Марюха, Є І Чумак

  158-163

  • PDF (Ukrainian)

• EXPERIMENTAL STUDY OF CRACK RESISTANCE AND SHEAR STRENGTH OF REINFORCED POINT-LOADED CONCRETE BEAMS

  С Б Максимович, О В Крочак

  164-174

  • PDF (Ukrainian)

• ANALYSIS OF THE DEPENDENCIES FOR THE CONSTRUCTION OF THE COMPLETE TIMBER MECHANICAL STATE «σ-u» DIAGRAMS

  С С Гомон

  136-142

  • PDF (Ukrainian)

• EXPERIMENTAL RESEARCH OF WOOD NOG CONNECTION IN HOLES UNDER THE ACTION OF SINGLE LOAD

  С С Гомон, О М Верещако, М М Зашко

  143-150

  • PDF (Ukrainian)

• STIFFNESS OF GLUED WOODEN BEAMS WITH COMBINED REINFORCEMENT

  С С Гомон, М В Поліщук

  151-157

  • PDF (Ukrainian)

• THE IMPACT OF THE DISPERSIVE REINFORCEMENT OF THE STREIGHT AREA IN REINFORCED CONCRETE BEAMS ON THEIR CRACK RESISTANCE

  В Є Бабич, О Є Поляновська, І В Швець

  118-128

  • PDF (Ukrainian)

• CRACK-RESISTANCE OF A CONTINUOUS COMBINED-REINFORCED CONCRETE BEAMS WITH DIFFERENT TYPES OF STEEL FIBER REINFORCEMENT

  О В Андрійчук, М В Нінічук

  97-105

  • PDF (Ukrainian)

• THE FRACTURE TOUGHNESS OF THIN-WALLED COVER SHELLS HYPERBOLIC PARABOLOID SHAPED OF FERROCEMENT AND STEEL FIBER CONCRETE UNDER THE ACTION OF OPERATING LOADS

  О V Andriichuk, S O Uzhehov

  89-96

  • PDF

• CALCULATION OF BENDING ELEMENTS OF WOOD AFTER THE ACTION OF LOW-CYCLE REPEATED LOADS ON THE CRITERION OF DEFORMATION DESTRUCTION

  E M Babich, S S Gomon

  106-117

  • PDF