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Rigidity, adhesion and delamination of the coating in the “substrate - coating” system
Yakupov S.N., Gubaidullin R.I.
Problems of Structural Dynamics with Negative Time
Shtein A.V., Zylev V.B.
Modal analysis of a large-span building with different boundary conditions
Kuzhakhmetova E.R., Sutyrin V.I.
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.
Comparative analysis of the stress state of an equal slope shell by analytical and numerical methods
Aleshina O.O., Ivanov V.N., Cajamarca-Zuniga D.
Frequency response of the construction of a large-span building with a cylindrical-and-slab roof†
Kuzhakhmetova E.R., Sutyrin V.I.
Method for Calculating Assembly Stresses in Frame Structures Strengthened in Deformed State
Serazutdinov M.N., Ubaydulloev M.N.
Geometric Characteristics of Surfaces with Curved Trapezoidal Plan
Ivanov V.N.
ANALYTICAL SOLUTION FOR BEAM STRUCTURE WITH ELASTO-PLASTIC PROPERTIES OF MATERIAL
ELENITSKIY E.Y.
EQUILIBRIUM STATE ANALYSIS OF A SYSTEM WITH UNILATERAL CONSTRAINTS BY FINITE DISPLACEMENTS
Goldshtein Y.B.
THE CRACK NUCLEATION IN THE ISOTROPIC PLATE, WEAKENED BY A PERIODICAL SYSTEM OF CIRCULAR HOLES UNDER TRANSVERSE BENDING
Iskenderov R.A.
FRACTURE OF THE PLATE, WEAKENED BY PERIODIC SYSTEM OF CURVILINEAR HOLES AND RECTILINEAR CRACKS
Akhmedova M.г.
Evaluation of the pile interaction at vertical vibrations of foundation
Kolesnikov A.O., Popov V.N., Kostiuk T.N.
THE FORMING OF THE SURFACES ON THE CURVED COUNTER PLANES
Ivanov V.N.
NUCLEATION OF CRACKS IN ISOTROPIC MEDIUM WITH PERIODIC SYSTEM OF THE CIRCULAR HOLES FILLED WITH RIGID INCLUSIONS, AT LONGITUDINAL SHEAR
Hasanov F.F.
TRANSFORMATION OF THE SHELL EQUATIONS WHEN A VARIABLE CHANGES
Ivanov V.N.
PURE BENDING OF THE PLATE WEAKENED BY THE PERIODIC SYSTEM OF CIRCULAR HOLES AND RECTILINEARLY THROUGH CRACKS
Isgandarov R.A.
Stress-strain state cylinder-plate-cable-stayed roof buildings (structures) with various forms of external support contour
Kuzhakhmetova E.R.
TWO TYPES OF GOVERNING EQUATIONS FOR SHELLS WITH THE MIDDLE SURFACES GIVEN IN ARBITRARY CURVILINEAR COORDINATES
Krivoshapko S.N.
FEATURES OF THE IMAGE OF PROCESS OF FORMATION OF SURFACES IN AUTOCAD SYSTEM
Romanova V.A.
THE PERFECTION OF AN ANALYSIS METHOD OF SPATIAL SYSTEMS CONSISTING OF BOUND CLOSED CYLINDRICAL SHELLS
ShAGIVALEEV K.F., BUROV S.N.
Development of the design module of the software and hardware complex to ensure the safety of mutually influencing HPS
Rubin O.D., Antonov A.S., Bellendir E.N., Kobochkina E.M., Kotlov O.N.
GEOMETRY AND FORMATION OF THE THIN-WALLED SPACE SHELL STRUCTURES ON THE BASE OF NORMAL CYCLIC SURFACES
Ivanov V.N., Shmeleva A.A.
THE OPTIMAL DESIGN OF PIVOTAL SYSTEMS TOPOLOGY
Klyuev A.V., Klyuev S.V., Lesovik R.V.
ANALYSE DU RESEAU DES STATIONS PERMANENTES AU BENIN: MODE DE FONCTIONNEMENT ET PERSPECTIVES KOSSOUGBETO
KOSSUGBETO P.B.
Determination of parameters of plastic deformation of elliptic membranes
Galimov N.K., Yakupov S.N.
EMI-ANALYTICAL ANALYSIS OF A LONG SHALLOW OBLIQUE HELICOIDAL SHELL IN A NON-ORTHOGONAL NON-CONJUGATE COORDINATE SYSTEM
Tupikova E.M.
THE STATIC STABILITY OF PLATES AND PLATE SYSTEMS WITH NONSHIFTING RIBS UNDER TWO-WAY COMPRESSION
Ivanov S.P., Ivanova A.S.
FEATURES OF THE IMAGE OF PROCESS OF FORMATION OF SURFACES IN AUTOCAD SYSTEM
Romanova V.A.
Stress state analysis of an equal slope shell under uniformly distributed tangential load by different methods
Aleshina O.O., Ivanov V.N., Cajamarca-Zuniga D.
Mathematical models of multi-barreled construction artillery systems
Figovsky O.L., Pensky O.G.
CALCULATION OF THIN-WALLED SPATIAL SYSTEMS CONSISTING OF JOINTED CLOSED BARREL SHELLS BY THE METHOD OF FORCES
Shagivaleev K.F., Burov S.N.
INFLUENCE OF ALIEN ELASTIC INCLUSIONS ON GROWTH OF DOUBLY PERIODIC SYSTEM OF THE RECTILINEAR CRACKS IN THE BEND THIN PLATE
Kazbekov B.B.
SPATIAL SYSTEM FROM TWO SHELLS
Shagivaleev K.F., Surnina E.K., Vasil'tzov C.B.
The software part, the fundamental and organizational structure of the software and hardware complex to ensure the safety of hydraulic and hydropower structures under the construction
Antonov A.S.
The dynamic stability of physically nonlinear plate systems under biaxial compression
Ivanov S.P., Ivanov O.G., Ivanova A.S.
TREShchINY SO SVYaZYaMI V PERFORIROVANNOY STRINGERNOY PLASTINE
Mir-Salim-zade M.V.
MATHEMATICAL MODELS OF THE IMPROVEMENTED CALCULATION ON DURABILITY OF CONTINUOUS AVIATION CONNECTIONS WITH ACCOUNT OF THEIR COMPLIANCE
Firsanov V.V.
ESTIMATED RATIONALE AND TECHNICAL SOLUTIONS FOR STRENGTHENING CONCRETE STRUCTURES OF HPP (PSPP) HAVING CRACKS OF DIFFERENT DIRECTIONS, UNDER THE INFLUENCE OF COMPLEX LOADS
Aleksandrov A.V., Rubin O.D., Lisichkin S.E., Balagurov V.B.
Influence of the foundation bed stiffness on the dynamic properties of the building as of a multi-mass cantilever bar
Pshenichkina V.A., Drozdov V.V., Strok S.I.
RESOLVING EQUATIONS OF PLANAR DEFORMATION IN CYLINDRICAL COORDINATES FOR PHYSICALLY NONLINEAR CONTINUUM
BAKUSHEV S.V.
STability of linear stochastic systems
Nabatov I.V.
ANALYSIS OF THE THIN ELASTIC SHELLS IN THE FORM OF LONG OBLIQUE HELICOID
Tupikova E.M.
MATHEMATICAL MODEL OF THE STRESS-STRAIN STATE OF A BEAM WITH A VARIABLE SECTION WITH AN EFFECT OF "BOUNDARY LAYER"
Firsanov V.V.
The stability of geometrically nonlinear plate systems under the action of dynamic loads
Ivanov S.P., Ivanova A.S., Ivanov O.G.
CALCULATION OF THE SYSTEM OF TWO CLOSED CYLINDRICAL SHELLS WITH INTERMEDIATE SUPPORT
SHAGIVALEEV K.F., SURNINA E.K., VASILTSOV S.V., PSHENOV A.A.
1 - 46 of 46 Items

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