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Seismic retrofitting of buildings using Building Information Modeling
Dereje L.S., Dabi G.M., Baza T.T., Rynkovskaya M.I.
Seismic performance of step back, step back set back and set back buildings in sloping ground base
Chhetri S., Adhikari S.
Using Solid Superelements for Nonlinear Analysis of Slab-and-Beam Structures in the PRINS Software
Agapov V.P., Markovich A.S.
ERRORS IN THE CONCRETE THEORY AND CREEPMODERN REGULATIONS
Sanzarovsky R.S., Manchenko M.M.
NONLINEAR CREEP THEORY OF CONCRETE AND REINFORCED CONCRETE AND MODERN STANDARDS
SANJAROVSKY R.S., MANCHENKO M.M.
ERRORS OF INTERNATIONAL STANDARDS ON REINFORCED CONCRETE AND RULES OF THE EUROCODE
SANZHAROVSKIJ R.S., MANCHENKO M.M.
Stress changing analysis in structures with account of the erection level
Mkrtychev O.V., Andreev M.I., Sidorov D.S.
Stress-strain state cylinder-plate-cable-stayed roof buildings (structures) with various forms of external support contour
Kuzhakhmetova E.R.
A method for strengthening arched buildings with insufficient bearing capacity of supports for the perception of the strut
Khusainov D.M., Salimov A.F., Khabibulina A.G.
Tangential developable surfaces and their application in real structures
Krivoshapko S.N., Gil-oulbé M.
Influence of the soil base on the stress-strain state of a large-span building with a cylinder-and-slab roof
Kuzhakhmetova E.R., Sutyrin V.I.
Strengthening of reinforced concrete structures by composite materials taking into consideration the carbonization of concrete
Rimshin V.I., Truntov P.S.
Frequency response of the construction of a large-span building with a cylindrical-and-slab roof†
Kuzhakhmetova E.R., Sutyrin V.I.
ZhURNALU «STROITEL'NAYa MEKhANIKA INZhENERNYKh KONSTRUKTsIY I SOORUZhENIY» 10 LET
Grishin D.K.
THE CREEP OF CONCRETE AND ITS INSTANTANEOUS NONLINEARITY OF DEFORMATION IN THE STRUCTURAL CALCULATIONS
Sanzarovsky R.S., Manchenko M L.N.
The theory of calculation of reinforced concrete structures and the principles of the Eurocode
Sanzharovskiy R.S., Sieber F., Ter-Emmanuilyan T.N.
The effect of story drift in a multi-story building under the influence of an earthquake
Sharapov D.A., Gebre T.H., Ali Y.M.
THE SEISMIC ISOLATION OF A BUILDING WITH DYNAMIC DAMPING OF VIBRATIONS
Penkovskiy G.F., Sevastiyanov V.V.
Structural analysis of high-rise building using ETABS and RSA software
Pechorskaya S.A., Galishnikova V.V., Gebreslassie S.B., Damir H.Y.
THE PROBLEMS OF CHOICE OF CALCULATION SCHEMES IN DESIGN OF DIPLOMATIC COMPLEXES
Razin A.D.
System of insufficiency of the modern theory of long-term resistance of reinforced concrete and designers’ warnings
Sanzharovsky R.S., Manchenko M.M., Hadzhiev M.A., Musabaev T.T., Ter-Emmanuilyan T.N., Varenik K.A.
Mathematical models of multi-barreled construction artillery systems
Figovsky O.L., Pensky O.G.
Insolvent ways of development of the modern theory of reinforced concrete
Sanjarovsky R.S., Ter-Emmanuilyan T.N., Manchenko M.M.
PROBLEMS OF CALCULATION AND THE DESIGN OF BEARING STRUCTURES OF DIPLOMATIC BUILDINGS IN SEISMIC ZONES
Razin A.D.
THE PERFECTION OF A METHOD OF ANALYTICAL ACCURATE DEFINITION OF PHYSIC-AND-MECHANICAL CHARACTERISTICS OF ROCKY AND NOT ROCKY BASES OF HYDROTECHNICAL ERECTIONS ON THE BASIS OF FINITE ELEMENT MODELS WITH THE NATURE DATA TAKEN INTO ACCOUNT
Shestopalov P.V.
EXPERIMENTAL INVESTIGATIONS OF REINFORCED CONCRETE STRUCTURES OF HYDRAULIC STRUCTURES WITH BLOCK SEAMS, ENHANCED BY THE EXTERNAL REINFORCEMENT SYSTEM
Rubin O.D., Lisichkin S.E., Frolov K.E.
Superposition principle as the fundamental error of the creep theory and standards of the reinforced concrete
Sanzharovsky R.S., Ter-Emmanuilyan T.N., Manchenko M.M.
PNEUMATIC STRUCTURES AND BUILDINGS
KRIVOSHAPKO S.N.
LIST'S DEFORMATIONS OF HIGH-RISE BUILDING ON DEFORMABLE SLAB
Inozemtzev V.K., Inozemtzeva O.V., Zhestkova S.A.
NON-LINEAR HEREDITARY CREEP THEORY
Sanzharovskij R.S.
INFLUENCE OF BRICK WALLS FROM LOCAL-MATERIALS ON THE WORK OF LINEAR ELEMENTS IN MONOLITHIC FRAME BUILDINGS IN REPUBLIC OF BURUNDI
Mikerego E., Markovich A.S., Basov Y.K.
FRAGMENTS FROM HISTORY OF DEVELOPMENT OF SCIENCE
YAKUPOV N.M.
ON CALCULATION OF SEISMIC-FIRM BUILDING ON HARD SUSPEND
Penkovskiy G.F., Sevastianov V.V.
MODELLING OF THE T-SECTION RODS IN THE ANALYSIS OF BUILDING STRUCTURES BY FINITE ELEMENT METHOD
AGAPOV V.P.
Analysis of frame buckling without sidesway classification
Galishnikova V.V., Pahl P.J.
OVERALL BIFURCATION STABILITY AND DEFORMATIONS OF INCLINATION OF TALL BUILDINGS
Inozemtsev V.K., Nashchintsev Y.A.
Load-Bearing Capacity of Podium Frame for Translucent Atrium Roof
Masenene A.R., Klyuev S.V.
Monitoring of Technical Condition of Buildings by Seismic Method
Kurdanova A.A., Voskresenskiy M.N., Kosorotova E.A., Parygin G.I.
Long-Term Operation of Reinforced Concrete Frame on Deformable Soil Base Considering Loading and Exposure Conditions
Berlinov M.V.
Calculation of a Vibration-Isolated Building System with Non-Linear Characteristics Under Kinematic Action (Base Displacement)
Qbaily J., Chernov Y.T.
Strength of Normal Sections of Flexural Reinforced Concrete Elements Damaged by Corrosion and Strengthened with External Composite Reinforcement
Rimshin V.I., Suleymanova L.A., Amelin P.A.
Optimal Duration of Observations During Seismic Inspection of Buildings
Voskresenskiy M.N., Kurdanova A.A.
Modern Theory of Creep of Reinforced Concrete
Beglov A.D., Sanjarovskiy R.S., Ter-Emmanuilyan T.N.
Finite Element for the Analysis of Massive Reinforced Concrete Structures with Cracking
Agapov V.P., Markovich A.S.
Algorithm for calculating the problem of unilateral frictional contact with an increscent external load parameter
Popov A.N., Lovtsov A.D.
Shell structures and shells at the beginning of the 21st century
Krivoshapko S.N.
Theory of short-term and long-term resistance of structures based on the principle of plastic fracture
Beglov A.D., Sanzharovskiy R.S., Ter-Emmanuilyan T.N.
METHOD OF CALCULATION OF EXTENDED LARGE-PANEL BUILDINGS SUBJECTED TO FORCE AND TEMPERATURE ACTION
Buadze I.E., Gagnidze I.S., Ksenidi B.S.
Models of nonlinear deformation of concrete in a triaxial stress state and their implementation in the PRINS computational complex
Agapov V.P., Markovich A.S., Aidemirov K.R.
Modal analysis of a large-span building with different boundary conditions
Kuzhakhmetova E.R., Sutyrin V.I.
55 YEARS OF THE DEPARTMENT OF STRENGTH OF MATERIALS AND STRUCTURES OF PEOPLES' FRIENDSHIP UNIVERSITY OF RUSSIA
Grishin D.K., Gill-oulbe M., Grinko E.A.
Deformation of reinforced concrete frames of multi-storey buildings in extreme conditions under special influences
Kolchunov V.I., Bushova O.B.
Fundamentals of technology theory of production, calculation physical and mechanical properties and indicators chemical and biological properties of frame building composites
Erofeev V.T.
Problems and benefits of implementing BIM in the construction industry
Iushkin I.I., Alamedy S.G., Stashevskaya N.A.
USING OF RESTORING GRAVITATIONAL EFFECT IN EARTHQUAKE - RESISTANT FACILITIES ON KINEMATIC SUPPORTS
Borodin L.A., Timofeeva T.V.
MODELING OF THE RECTANGULAR COLUMNS BY THE THREE-DIMENSIONAL SOLID ELEMENTS WITH THE USING OF THE SUPERELEMENT TECHNIQUE
Agapov V.P., Vasiliev A.V.
MODELLING OF REINFORCED CONCRETE COLUMNS OF RECTANGULAR CROSS SECTION IN COMPUTER PROGRAM "PRINS"
Agapov V.P., Vasiljev A.V.
1 - 57 of 57 Items

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