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Robustness of Reinforced Concrete Frame with Respect to its Service Life
Savin S.Y., Stupak M.I., Mankov D.K.
Stability Analysis and Comparison of Conventional Concrete and Expanded Polystyrene Concrete Spherical Shells
Sereke I.A., Rynkovskaya M.I., Damir H.Y.
Buckling of Steel Conical Panels Reinforced with Stiffeners
Semenov A.A., Kondratieva L.N., Glukhikh V.N.
Comparison of methods for analysis of structural systems under sudden removal of a member
Savin S.Y., Fedorova N.V.
Trihedral lattice supports geometry optimization according to the stability criterion
Akhtyamova L.S., Yazyev B.M., Chepurnenko A.S., Sabitov L.S.
Analysis of the field studies of the foundation deformations and total draft of the Boguchansk HPP concrete dam
Yuriev S.V.
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.
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.
Numerical analysis of cylindrical shell stability interacting with inhomogeneous soil
Kosytsyn S.B., Akulich V.Y.
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.
Experimental study of elastic-plastic deformation of a cylindrical shell made of steel 45
Cheremnykh S.V.
NONLINEAR STABILITY OF SINUSOIDAL VELAROIDAL SHELL
GIL-OULBE M., MARKOVICH A.S., DAOU T.
A comparative study of beam design curves against lateral torsional buckling using AISC, EC and SP
Galishnikova V.V., Gebre T.H.
Dynamic Stability of a Cylindrical Shell Made of a Material of Different Modulus Plased on a Viscous-elastic Foundation
Rzayev N.S.
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 STATIC STABILITY OF PLATES AND PLATE SYSTEMS WITH NONSHIFTING RIBS UNDER TWO-WAY COMPRESSION
Ivanov S.P., Ivanova A.S.
INVESTIGATION OF THE STRESS-STRAIN STATE OF THE CONSOLE WITH HOLE
Zaytsev S.E., Safronov V.S.
OVERALL STABILITY BIFURCATION BEARING RECEIVER SKELETON-FRAME STRUCTURAL SYSTEM OF TALL OBJECTS
Inozemtzev V.K., Inozemtzeva O.V., Nachshintsev E.A.
Numerical analysis of stability of the stiffened plates subjected aliquant critical loads
Manuylov G.A., Kositsyn S.B., Grudtsyna I.E.
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.
THE APPLICATION OF A METHOD OF THE BOUNDARY INTEGRATED EQUATIONS FOR MODELING OF AERODYNAMIC STABILITY OF BRIDGE CONSTRUCTION
Dorogan A.S.
WORKING OUT AND ESTIMATION OF NUMERICAL ALGORITHM OF STABILITY ANALYSIS OF THE NONLINEAR DEFORMABLE SHALLOW CYLINDRICAL SHELL
Ivanov S.A.
THE DYNAMIC STABILITY OF PHYSICALLY NONLINEAR PLATE SYSTEMS
Ivanov S.P., Ivanova A.S.
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.
CALCULATION OF OVERALL SUSTAINABILITY OF STRUCTURES WITH THE HIGH CENTRE OF GRAVITY
INOZEMTSEV V.K., REDKOV V.I., ZHESTKOVA S.A., INOZEMTSEVA O.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.
ENERGY METHOD OF ESTIMATION OF STABILITY OF PRESSED REINFORCED CONCRETE ELEMENTS
Larionov E.A., Rimshin V.I., Vasilkova N.T.
BIFURCATION PROBLEMS OF STABILITY OF HIGH-RISE BUILDINGS
Inozemtze V.K., Zhestkova S.A.
LONG BEARING CAPACITY OF WOODEN STRUCTURES
Varenik A.S., Varenik K.A.
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.
Stability of non-linear stochastic systems
POTAPOV V.D., Dibrov V.A.
GEOMETRICALLY NONLINEAR NUMERICAL STABILITY ANALYSIS OF SPACE TRUSSES
Galishnikova V.V., GALIShNIKOVA V.V.
AN ANALYSIS OF REVIEWS ON THEORY OF THIN SHELLS AND ON THEIR APPLICATION
ThomaAnamaria A.
THE STUDY THE ELASTO-PLASTIC BAR STABILITY IN CASE OF ECCENTRICITY APPLICATION OF THE FAST INCREASING LOAD
Manchenko M.M.
THEORETICAL APPROACH FOR THE GEOMETRICALLY NONLINEAR BUCKLING ANALYSIS OF SINUSOIDAL VELAROIDAL SHELLS
GIL-OULBE M., SHAMBINA S.L., DAU T.
MODELING OF NONLINEAR DEFORMATION AND BUCKLING OF ELASTIC INHOMOGENEITIES SHELLS
Bazhenov V.A., Solovei N.A., Krivenko O.P., Mishchenko O.A.
ALGORITHMS FOR THE RESEARCH OF STRENGTH AND STABILITY OF REINFORCED ORTHOTROPIC SHELLS
Semenov A.A.
THE SUSTAINABILITY OF ANISOTROPIC PLATES
Kolmogorov G.L., Zibrova E.O.
THE STABILITY OF NONLINEAR DEFORMABLE CYLINDRICAL COMPOSITE SHELLS UNDER NON-UNIFORM LOADS
Trushin S.I., Sysoeva E.V., Zhuravleva T.A.
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 linear stochastic systems
Nabatov I.V.
ON PROBLEM OF STABILITY ANALYSIS OF AN EPITHROCHOIDAL SHELL
Gil-oulbe M.
OVERALL STABILITY BIFURCATION TALL OBJECTS BASED ON THE MODEL BASE AS A PLANE BOUNDED HALF
Inozemtzev V.K., Inozemtzeva O.V., Nachshintsev E.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.
THE FEATURES OF MATHEMATICAL FINITE-ELEMENT MODELING OF THE SYSTEM "NEWLY BUILT CONCRETE STRUCTURES - NON ROCK FOUNDATION"
Rubin O.D., Shestopalov P.V.
THEORETICAL INVESTIGATION OF THE STABILITY OF EXPLICIT TWO-LAYER LIEAR SCHEME FOR INTERNAL ANCHOR POINTS ON THE UNIFORM RECTANGULAR GRID
Musayev V.K.
TENSION TYPE EFFECT ON ROLLING STABILITY
Kohan L.S., Belelyubsky B.F.
Dynamic method for determining critical loads in the PRINS computer program
Agapov V.P., Markovich A.S.
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.
THE VIBRATIONS AND STABILITY OF BARS WITH PHYSICALLY NONLINEAR MATERIALS
Ivanov S.P., Ivanov О.G., Ivanova A.S.
CRITICAL AND POSTCRITICAL EQUILIBRIA IN STABILITY PROBLEMS OF ELASTIC SYSTEMS
Manuylov G.A., Kositsyn S.B., Begichev M.M.
CIRCULAR UNDERGROUND PIPE STABILITY ANALYSIS
Vasil'ev A.I., Golyshev A.I.
1 - 61 of 61 Items

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