Archive - Известия Казанского государственного архитектурно-строительного университета.

Включен в Перечень ведущих рецензируемых научных журналов и изданий, определяемый ВАК

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Aydarov R.S.  ARCHITECTURE OF TIMBER MULTIFAMILY HOUSING OF KAZAN AT THE TURN OF XIX-XX CENTURIESСтр.4
Aydarov C.S., Nadyrova H.G.   THE DEVELOPMENT OF VOLGA-KAMA BULGARIA’S ARCHITECTURE IN Х-ХIII SENTURESСтр.10
Nadyrova H.G.   SPATIALLY PLANNING STRUCTURES OF KAZAN AND MOSCOW IN THE MIDDLE OF ХV – FIRST HALF OF ХVI CENTURIES Стр.15
Nazarova I.V.   ARCHITECTURAL STRUCTURE AND ELEMENTS OF OLD ZAKAMSK DEFENCE LINE IN THE MIDDLE OF XVII CENTURYСтр.22
Krasnobaev I.V.   TO THE QUESTION OF CONTEMPORARY USAGE OF RURAL NOBLE ESTATES: GREAT BRITAIN EXPERIENCE.Стр.28
SHavalieva N.M.   METHODOLOGY OF CULT BUILDING DESIGNING WITHIN THE EDUCATIONAL PROCESS ON SPECIALITY №270114Стр.33
Abdrahmanov I.S.   ENDURANCE OF TIMBER-CONCRETE FLEXURAL MEMBERS DISCOUNTING THE JOINT COMPLIANCEСтр.37
Ahmetzyanov F.H., Radaykin O.V.   TO DEFINITION OF DEPENDENCE OF SURFACE CRACKS IN CONCRETE AND UNDER-REINFORCED WALL PANELS UNDER SINGLE STATIC LOADINGСтр.41
Zamaliev F.S., SHaymardanov R.I.  EXPERIMENTAL RESEARCH OF STEEL-FERROCONCRETE STRUCTURES ON LARGE SCALE MODELSСтр.47
Manapov A.Z.   TESTING CALCULATION OF STEEL TRUSS FRAMES OF INDUSTRIAL BUILDING BY STATISTICAL SIMULATION METHODСтр.53
Mirsayapov I.T., Abdrahmanov I.S.   CONSIDERATION OF TIE SHIFT FLEXIBILITY IN THE CALCULATIONS OF LOW-CYCLE FATIGUE OF NORMAL SECTION OF TIMBER-CONCRETE AXIAL ELEMENTS BENDINGСтр.60
Dranovskiy A.N., Latypov A.I.   SELF-OSCILLATIONS OF INTENSE-DEFORMED CONDITION OF SOIL ANCHORSСтр.64
Mirsayapov I.T., Artemev D.A.   THEORETICAL AND EXPERIMENTAL STUDIES OF MODELS OF PILE-SLAB FOUNDANIONSСтр.68
Mirsayapov I.T., Popov A.O.   EXPERIMENTAL AND THEORETICAL RESEARCH OF WORK OF REINFORCMENT MASSIFS Стр.75
Safin D.R.   STUDY OF DEFORMABILITY OF VERTICALLY REINFORCED WATER-SATURATED ARGILLIR SOIL BODIESСтр.81
Hasanov R.R., Giniyatullin R.R.   EXPERIMENTAL STUDIES OF DEFORMATION OF WATER SATURATED CLAYEY SOILS UNDER CYCLIC LOADSСтр.85
SHemenkov M.YU.   INVESTIGATION OF INTERACTION OF LATERALLY LOADED FOUNDATIONS IN TAMPED PITS WITH BASE SOIL AND THEIR DESIGNING BY USING OF CPTСтр.90
Dmitriev A.V., Ziganshin M.G.   THE COMPARATIVE CHARACTERISTICS OF EFFICIENCY OF DISPERSION STREAM SEPARATOR CONSTRUCTIONSСтр.96
Ziganshin M.G.   THE ANALYSIS OF SIMPLIFICATIONS IN PROBLEMS OF GAS AND A SURFACE INTERMOLECULAR INTERACTIONСтр.100
Pravnik YU.I., Kazakov V.A., Sadykov R.A.   TO CALCULATION OF CONSTRUCTIONAL PARAMETERS OF REMOTE-CONTROLLED REDUCERSСтр.104
Safiullin R.G.   THE DISPERSIVE CHARACTERISTICS OF POROUS ROTARY ATOMIZERS AND THE PERSPECTIVE DESIGNS OF HUMIDIFIERS ON THEIR BASIS Стр.109
Adelshin A.A., Adelshin A.B., Kayumov R.A.   THE DIFFERENTIAL FUNCTIONS OF LIQUID STAY DURATION DISTRIBUTION IN PLANT WITH SWIRLING FLOWSСтр.115
Borovskih I.V., Morozov N.M., Hozin V.G.   ТHE OPTIMIZATION OF GRANULOMETRIC COMPOSITION OF SAND FOR GETTING HIGHLY TENSILE CLOSE-GRAINED CONCRETEСтр.121
Mirsaev R.N., Pechenkina T.V., Babkov V.V., Nedoseko I.V., YUnusova S.S.   HISTORICAL EXPERIENCE AND MODERN PERSPECTIVES OF GYPSUM WALL PRODUCT MANUFACTUREСтр.125
Rahimova N.R., Rahimov R.Z.   THE STRENGTH OF STONE OF COMPOSITIONAL SLAG-ALKALINE BINDING WITH ZEOLITE CONTAINING ADDITIVESСтр.131
Kayumov R.A., Zinnurov R.A., Alekseev K.P., Zakirov I.M., Alekseev K.A.   DEFINITION OF OPTIMUM PARAMETERS OF FOLDED FILLERS ON CONDITIONS OF THE MAXIMUM BEARING ABILITY OF THE PANEL IN THE PRESENCE OF TECHNOLOGICAL RESTRICTIONSСтр.135
Lukashenko V.I.   DIRECTIONS OF AAS ECA-SD2000 DEVELOPMENTСтр.140
 
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