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Seismic performance of step back, step back set back and set back buildings in sloping ground base
Chhetri S., Adhikari S.
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.
Frequency response of the construction of a large-span building with a cylindrical-and-slab roof†
Kuzhakhmetova E.R., Sutyrin V.I.
Tangential developable surfaces and their application in real structures
Krivoshapko S.N., Gil-oulbé M.
Strengthening of reinforced concrete structures by composite materials taking into consideration the carbonization of concrete
Rimshin V.I., Truntov P.S.
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.
Modal analysis of a large-span building with different boundary conditions
Kuzhakhmetova E.R., Sutyrin V.I.
The theory of calculation of reinforced concrete structures and the principles of the Eurocode
Sanzharovskiy R.S., Sieber F., Ter-Emmanuilyan T.N.
Algorithm for calculating the problem of unilateral frictional contact with an increscent external load parameter
Popov A.N., Lovtsov A.D.
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.
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.
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.
Seismic retrofitting of buildings using Building Information Modeling
Dereje L.S., Dabi G.M., Baza T.T., Rynkovskaya M.I.
Problems and benefits of implementing BIM in the construction industry
Iushkin I.I., Alamedy S.G., Stashevskaya N.A.
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.
Shell structures and shells at the beginning of the 21st century
Krivoshapko S.N.
ERRORS IN THE CONCRETE THEORY AND CREEPMODERN REGULATIONS
Sanzarovsky R.S., Manchenko M.M.
ZhURNALU «STROITEL'NAYa MEKhANIKA INZhENERNYKh KONSTRUKTsIY I SOORUZhENIY» 10 LET
Grishin D.K.
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.
ERRORS OF INTERNATIONAL STANDARDS ON REINFORCED CONCRETE AND RULES OF THE EUROCODE
SANZHAROVSKIJ R.S., MANCHENKO M.M.
NONLINEAR CREEP THEORY OF CONCRETE AND REINFORCED CONCRETE AND MODERN STANDARDS
SANJAROVSKY R.S., MANCHENKO M.M.
Insolvent ways of development of the modern theory of reinforced concrete
Sanjarovsky R.S., Ter-Emmanuilyan T.N., Manchenko M.M.
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.
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.
MODELLING OF REINFORCED CONCRETE COLUMNS OF RECTANGULAR CROSS SECTION IN COMPUTER PROGRAM "PRINS"
Agapov V.P., Vasiljev A.V.
Analysis of frame buckling without sidesway classification
Galishnikova V.V., Pahl P.J.
THE PROBLEMS OF CHOICE OF CALCULATION SCHEMES IN DESIGN OF DIPLOMATIC COMPLEXES
Razin A.D.
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.
ON CALCULATION OF SEISMIC-FIRM BUILDING ON HARD SUSPEND
Penkovskiy G.F., Sevastianov V.V.
THE SEISMIC ISOLATION OF A BUILDING WITH DYNAMIC DAMPING OF VIBRATIONS
Penkovskiy G.F., Sevastiyanov V.V.
OVERALL BIFURCATION STABILITY AND DEFORMATIONS OF INCLINATION OF TALL BUILDINGS
Inozemtsev V.K., Nashchintsev Y.A.
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.
MODELLING OF THE T-SECTION RODS IN THE ANALYSIS OF BUILDING STRUCTURES BY FINITE ELEMENT METHOD
AGAPOV V.P.
THE CREEP OF CONCRETE AND ITS INSTANTANEOUS NONLINEARITY OF DEFORMATION IN THE STRUCTURAL CALCULATIONS
Sanzarovsky R.S., Manchenko M L.N.
Structural analysis of high-rise building using ETABS and RSA software
Pechorskaya S.A., Galishnikova V.V., Gebreslassie S.B., Damir H.Y.
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.
PROBLEMS OF CALCULATION AND THE DESIGN OF BEARING STRUCTURES OF DIPLOMATIC BUILDINGS IN SEISMIC ZONES
Razin A.D.
MODELING OF THE RECTANGULAR COLUMNS BY THE THREE-DIMENSIONAL SOLID ELEMENTS WITH THE USING OF THE SUPERELEMENT TECHNIQUE
Agapov V.P., Vasiliev A.V.
FRAGMENTS FROM HISTORY OF DEVELOPMENT OF SCIENCE
YAKUPOV N.M.
USING OF RESTORING GRAVITATIONAL EFFECT IN EARTHQUAKE - RESISTANT FACILITIES ON KINEMATIC SUPPORTS
Borodin L.A., Timofeeva T.V.
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.
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.
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.
Mathematical models of multi-barreled construction artillery systems
Figovsky O.L., Pensky O.G.
PNEUMATIC STRUCTURES AND BUILDINGS
KRIVOSHAPKO S.N.
METHOD OF CALCULATION OF EXTENDED LARGE-PANEL BUILDINGS SUBJECTED TO FORCE AND TEMPERATURE ACTION
Buadze I.E., Gagnidze I.S., Ksenidi B.S.
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