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Nonlinear and linear analysis of the overall stability of the load-bearing system of a high-rise building with a load-bearing trunk
Inozemtseva O.V., Inozemtsev V.K.
Numerical analysis of cylindrical shell stability interacting with inhomogeneous soil
Kosytsyn S.B., Akulich V.Y.
Trihedral lattice supports geometry optimization according to the stability criterion
Akhtyamova L.S., Yazyev B.M., Chepurnenko A.S., Sabitov L.S.
Stability Analysis and Comparison of Conventional Concrete and Expanded Polystyrene Concrete Spherical Shells
Sereke I.A., Rynkovskaya M.I., Damir H.Y.
Critical radius of pipe bending caused by the material destruction
Morozov Y.A., Abramov A.G.
Analysis of the field studies of the foundation deformations and total draft of the Boguchansk HPP concrete dam
Yuriev S.V.
Dynamic Stability of a Cylindrical Shell Made of a Material of Different Modulus Plased on a Viscous-elastic Foundation
Rzayev N.S.
Memorial stele on a compact spherical support: design-and-engineering solutions, design-basis justification
Petrov D.V., Yudov A.G., Dotsenko V.V., Zhabunina O.Y., Kalaturov E.V., Natynchik N.M., Abramov A.V., Nikulshin M.V.
Bulking of physically nonlinear plates under the action of dynamic shearing loads
Ivanov S.P.
Reducing sensitivity to initial imperfections by changing bifurcation diagrams
Manuylov G.A., Kositsyn S.B., Grudtsyna I.E.
Experimental study of elastic-plastic deformation of a cylindrical shell made of steel 45
Cheremnykh S.V.
Justification of the parameters of regulationof forces for steel-reinforced concrete span structures from project “43282 km” by TSNIIPSK
Belutsky I.Y., Kudryavtsev S.A., Lazarev I.V.
NONLINEAR STABILITY OF SINUSOIDAL VELAROIDAL SHELL
GIL-OULBE M., MARKOVICH A.S., DAOU T.
The definition of the critical buckling load beam model and two-dimensional model of the round cylindrical shell that interact with the soil
Kosytsyn S.B., Akulich V.Y.
PROBLEMS IN GEOMETRICALLY NONLINEAR STABILITY ANALYSIS OF SPACE FRAMES
GALISHNIKOVA V.V.
Seismic stability of vibration-insulated turbine foundations depending on the frequency composition of seismic impact
Babsky A.E., Lalin V.V., Oleinikov I.I., Tarasov V.A.
The dynamic stability of physically nonlinear plate systems under biaxial compression
Ivanov S.P., Ivanov O.G., Ivanova A.S.
PRIMENENIE METODA BUBNOVA - GALERKINA DLYa OTsENKI USTOYChIVOSTI ANIZOTROPNYKh PLASTIN
KOLMOGOROV G.L., MELNIKOVA T.E., AZINA E.O.
STability of linear stochastic systems
Nabatov I.V.
ALGORITHMS FOR THE RESEARCH OF STRENGTH AND STABILITY OF REINFORCED ORTHOTROPIC SHELLS
Semenov A.A.
OVERALL STABILITY BIFURCATION TALL OBJECTS BASED ON THE MODEL BASE AS A PLANE BOUNDED HALF
Inozemtzev V.K., Inozemtzeva O.V., Nachshintsev E.A.
THE STABILITY OF NONLINEAR DEFORMABLE CYLINDRICAL COMPOSITE SHELLS UNDER NON-UNIFORM LOADS
Trushin S.I., Sysoeva E.V., Zhuravleva T.A.
The stability of geometrically nonlinear plate systems under the action of dynamic loads
Ivanov S.P., Ivanova A.S., Ivanov O.G.
LIST'S DEFORMATIONS OF HIGH-RISE BUILDING ON DEFORMABLE SLAB
Inozemtzev V.K., Inozemtzeva O.V., Zhestkova S.A.
THE FEATURES OF MATHEMATICAL FINITE-ELEMENT MODELING OF THE SYSTEM "NEWLY BUILT CONCRETE STRUCTURES - NON ROCK FOUNDATION"
Rubin O.D., Shestopalov P.V.
CRITICAL AND POSTCRITICAL EQUILIBRIA IN STABILITY PROBLEMS OF ELASTIC SYSTEMS
Manuylov G.A., Kositsyn S.B., Begichev M.M.
TENSION TYPE EFFECT ON ROLLING STABILITY
Kohan L.S., Belelyubsky B.F.
Probabilistic estimation seismic resistance of spatial steel frame under earthquake
Mkrtychev O.V., Bulushev S.V.
THE STABILITY OF PLATES UNDER THE ACTION OF SHEARING LOADS
IVANOV S.P., IVANOV O.G., IVANOVA A.S.
ON INITIAL POSTBUCKLING EQUILIBRIUM AND MINIMUM ENERGY BARRIER OF AXIALLY COMPRESSED CYLINDRICAL SHELL
Manuylov G.A., Begichev M.M.
EQUILIBRIUM STATE ANALYSIS OF A SYSTEM WITH UNILATERAL CONSTRAINTS BY FINITE DISPLACEMENTS
Goldshtein Y.B.
INVESTIGATION OF THE STRESS-STRAIN STATE OF THE CONSOLE WITH HOLE
Zaytsev S.E., Safronov V.S.
DYNAMIC LOSS OF STABILITY CLOSED CYLINDRICAL SHELLS AT ACTION OF BAND ALTERNATING LOADING
Krysko V.A., Kuznetsova E.S., Zhigalov M.V., Shagivaleev K.F.
CALCULATION OF OVERALL SUSTAINABILITY OF STRUCTURES WITH THE HIGH CENTRE OF GRAVITY
INOZEMTSEV V.K., REDKOV V.I., ZHESTKOVA S.A., INOZEMTSEVA O.V.
BUCKLING ANALYSIS OF FUNCTIONALLY GRADED EPITROCHOIDAL SHELLS STRUCTURES
GIL-OULBE M., FARHAN S.T., TYEKOLO D.
THE VIBRATIONS AND STABILITY OF BARS WITH PHYSICALLY NONLINEAR MATERIALS
Ivanov S.P., Ivanov О.G., Ivanova A.S.
CIRCULAR UNDERGROUND PIPE STABILITY ANALYSIS
Vasil'ev A.I., Golyshev A.I.
Numerical analysis of mechanical safety parameters of Congress Hall building in Chelyabinsk
Belostotsky A.M., Akimov P.A., Dmitriev D.S., Pavlov A.S., Dyadchenko Y.N., Nagibovich A.I.
EVOLUTION OF NORMATIVE APPROACH TO ANALYSIS OF REINFORCED CONCRETE STRUCTURAL ELEMENTS
SEMENOV D.A.
INVESTIGATION OF THE CONDITIONS OF SAFETY ENSURE OF THE MAIN CIRCULATING PIPELINE ON THE BASIS OF THE LBB CONCEPT
Kuz'min D.A.
THE STATIC STABILITY OF PLATES AND PLATE SYSTEMS WITH NONSHIFTING RIBS UNDER TWO-WAY COMPRESSION
Ivanov S.P., Ivanova A.S.
THE SEISMIC ISOLATION OF A BUILDING WITH DYNAMIC DAMPING OF VIBRATIONS
Penkovskiy G.F., Sevastiyanov V.V.
OVERALL STABILITY BIFURCATION BEARING RECEIVER SKELETON-FRAME STRUCTURAL SYSTEM OF TALL OBJECTS
Inozemtzev V.K., Inozemtzeva O.V., Nachshintsev E.A.
A comparative study of beam design curves against lateral torsional buckling using AISC, EC and SP
Galishnikova V.V., Gebre T.H.
EFFECT OF THE FORM OF BLANK ON QUALITY OF INDICATOR PRESSWORK
Morozov Y.А., Frolov E.Y., Krutina E.V.
THE INVESTIGATION OF STABILITY OF ELASTIC PLATES AND SHELLS WITH THE HELP OF FE MODELING
Manuylov G.A., Kositsyn S.B., Begichev M.M.
THE APPLICATION OF A METHOD OF THE BOUNDARY INTEGRATED EQUATIONS FOR MODELING OF AERODYNAMIC STABILITY OF BRIDGE CONSTRUCTION
Dorogan A.S.
BIFURCATION PROBLEMS OF STABILITY OF HIGH-RISE BUILDINGS
Inozemtze V.K., Zhestkova S.A.
THE DYNAMIC STABILITY OF PHYSICALLY NONLINEAR PLATE SYSTEMS
Ivanov S.P., Ivanova A.S.
Sustainability of walls of individual residential houses with a wooden frame
Razzakov S.J., Juraev B.G., Juraev E.S.
INFLUENCE OF PHYSICAL NONLINEARITY ON THE CALCULATED INDICATORS OF STABILITY OF RETICULATED ONE-SHEET HYPERBOLOID OF REVOLUTION WITH DIFFERENT FORMS OF GENERATRICES
TRUSHIN S.I., PETRENKO P.I.
Stability of non-linear stochastic systems
POTAPOV V.D., Dibrov V.A.
SEISMIC RESISTANCE OF ROLLER COMPACTED CONCRETE DAM
Liapichev Y.P.
AN ANALYSIS OF REVIEWS ON THEORY OF THIN SHELLS AND ON THEIR APPLICATION
ThomaAnamaria A.
LONG BEARING CAPACITY OF WOODEN STRUCTURES
Varenik A.S., Varenik K.A.
Roll-over stability as a problem of high-rise buildings’ designing
Inozemtseva O.V., Inozemtsev V.K., Murtazina G.R.
SECOND ORDER STRUCTURAL THEORY FOR THE STABILITY ANALYSIS OF COLUMNS
Galishnikova V.V., Gebre T.H., Al-Sabri S.M., Saffia-Doe O.
INFLUENCE OF FRAME WORK STRENGTHENING ON THE STRESS-STRAIN STATE OF TWO-STOREY BUILDINGS OF LOW-STRENGTH MATERIALS
RAZZAKOV S.J., KHOLMIRZAEV S.A.
A METHOD OF COMPONENTWISE ANALYSIS OF STABILITY MARGINS FOR LARGE-SIZED SPATIAL STRUCTURES UNDER MULTIFACTORIAL LOADS
Men'shikov A.A., Gnezdilov V.A., Grigor'ev V.G., Kurnikov I.E.
GEOMETRICALLY NONLINEAR NUMERICAL STABILITY ANALYSIS OF SPACE TRUSSES
Galishnikova V.V., GALIShNIKOVA V.V.
THE SUSTAINABILITY OF ANISOTROPIC PLATES
Kolmogorov G.L., Zibrova E.O.
THE STUDY THE ELASTO-PLASTIC BAR STABILITY IN CASE OF ECCENTRICITY APPLICATION OF THE FAST INCREASING LOAD
Manchenko M.M.
1 - 62 of 62 Items

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