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Bulking of physically nonlinear plates under the action of dynamic shearing loads
Ivanov S.P.
Optimization of design solutions of protective structures of erections of nuclear power stations
Sargsyan A.E.
Seismic performance of step back, step back set back and set back buildings in sloping ground base
Chhetri S., Adhikari S.
Experimental study of elastic-plastic deformation of a cylindrical shell made of steel 45
Cheremnykh S.V.
Theoretical and experimental modeling of deformation of a cylindrical shell made of 45 steel under complex loading
Cheremnykh 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.
BEARING RESISTANCE OF ECCENTRICALLY COMPRESSED REINFORCED RODS WITH THE USE OF COMPLETE DIAGRAM OF REINFORCED MATERIAL DEFORMATION AS EXEMPLIFIES BY REINFORCED CONCRETE ROD
Hajiyev M.о., ALAEVA S.M., Alaeva S.M.
THE DETERMINATION OF POSSIBILITY OF LOSS OF STRENGTH OF ARCH MADE OF U-SHAPE PROFILES WITH REDUCED GEOMETRICAL CHARACTERISTICS
Veselev Y.A., Karabutov M.S.
THE STABILITY OF PLATES UNDER THE ACTION OF SHEARING LOADS
IVANOV S.P., IVANOV O.G., IVANOVA A.S.
ROD VIBRATIONS CONSIDERING NON-LOCAL DAMPING
Shepitko E.S.
An analysis of annular plate in curvilinear non-orthogonal coordinates with the help of equations of a shell theory
Krivoshapko S.N.
CALCULATION OF THE SYSTEM OF TWO CLOSED CYLINDRICAL SHELLS WITH INTERMEDIATE SUPPORT
SHAGIVALEEV K.F., SURNINA E.K., VASILTSOV S.V., PSHENOV A.A.
MODELING OF NONLINEAR DEFORMATION AND BUCKLING OF ELASTIC INHOMOGENEITIES SHELLS
Bazhenov V.A., Solovei N.A., Krivenko O.P., Mishchenko O.A.
BIFURCATION PROBLEMS OF STABILITY OF HIGH-RISE BUILDINGS
Inozemtze V.K., Zhestkova S.A.
THE STUDY THE ELASTO-PLASTIC BAR STABILITY IN CASE OF ECCENTRICITY APPLICATION OF THE FAST INCREASING LOAD
Manchenko M.M.
Modeling of random static loads on a structural cover with limited statistical data
Solovev S.A.
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 COMPARISON OF BEHAVIOR OF AN ARCH OF ROLLED METAL THIN-SHEET PROFILES LOADED BY WIND LOAD ACCORDING TO THE STANDARDS AND LOADED BY LOAD DERIVED WITH THE HELP OFCOMPUTER MODELING
Veselеv Y.A., Karabutov M.S.
MECHANICS OF THIN-WALLED STRUCTURES: HISTORY, DIAGNOSTICS
YAKUPOV N.M.
THE STABILITY OF NONLINEAR DEFORMABLE CYLINDRICAL COMPOSITE SHELLS UNDER NON-UNIFORM LOADS
Trushin S.I., Sysoeva E.V., Zhuravleva T.A.
Calculation of building structures for several dynamic effects with a static accounting of higher forms of oscillation
Lalin V.V., Le T.Q.
DISTRIBUTION OF LOAD AND BENDING STRESSES ALONG THE LENGTH OF THE THICK PLATE FIXED IN THE BASE WHEN AN INITIAL ANGLE BETWEEN IT AND THE DETAIL CONTRACTING WITH IT
PLEKHANOV F.I.
STability of linear stochastic systems
Nabatov I.V.
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 results of computer analysis of the wind load acting on the set of rolled profiles
Veselev Y.A., Karabutov M.S.
PRIMENENIE METODA BUBNOVA - GALERKINA DLYa OTsENKI USTOYChIVOSTI ANIZOTROPNYKh PLASTIN
KOLMOGOROV G.L., MELNIKOVA T.E., AZINA E.O.
BIFURCATIONAL STABILITY OF A SYSTEM CONSTRUCTION BASED ON A FOUNDATION LAYER WITH Non-linearity OF ITS PROPERTIES
Inozemtzev V.K., Inozemtzev O.V., Strelnikova K.A.
Evaluation of seismic forces under modified structural schemes in the process of vibrations
Chernov Y.T., Qbaily J.
Numerical analysis of layered composite panel behavior with interlaminar defects subject to dynamic loads
Medvedskiy A.L., Martirosov M.I., Khomchenko A.V.
LIST'S DEFORMATIONS OF HIGH-RISE BUILDING ON DEFORMABLE SLAB
Inozemtzev V.K., Inozemtzeva O.V., Zhestkova S.A.
EXPERIMENTAL-AND-THEORETICAL STUDY OF THE STRESS-STRAIN STATE OF THE FERRONCONCRETE ARCH UNDER HIGHWAY BRIDGE
Safronov V.S., Zazvonov V.V.
Numerical analysis of the behavior of a three-layer honeycomb panel with interlayer defects under action of dynamic load
Medvedskiy A.L., Martirosov M.I., Khomchenko A.V., Dedova D.V.
Sustainability of walls of individual residential houses with a wooden frame
Razzakov S.J., Juraev B.G., Juraev E.S.
ON INITIAL POSTBUCKLING EQUILIBRIUM AND MINIMUM ENERGY BARRIER OF AXIALLY COMPRESSED CYLINDRICAL SHELL
Manuylov G.A., Begichev M.M.
EXPERIMENTAL RESEARCH OF BEHAVIOR OF SHELL MADE OF ROLLED METAL THIN-SHEET PROFILES SUBJECTED TO THE WIND ACTION AND COMPARISON OF EXPERIMENTAL RESULTS WITH THE RESULTS OF COMPUTER MODELING OF WIND PRESSURE
Veselev Y.A., Karabutov M.S.
LOST QUICK SOLUTIONS IN LONG STRIP BENDING PROBLEM
Zveryayev E.M.
Roll-over stability as a problem of high-rise buildings’ designing
Inozemtseva O.V., Inozemtsev V.K., Murtazina G.R.
The dynamic stability of physically nonlinear plate systems under biaxial compression
Ivanov S.P., Ivanov O.G., Ivanova A.S.
RESEARCH OF STRESS-STRAIN STATE OF SINGLE-STOREY BUILDINGS WITH INTERNAL PARTITIONS UNDER STATIC PULLING LOAD OF THE UPPER BELT OF A STRUCTURE
RAZZAKOV S.J.
RESEARCHOF THE DEFORMATION OF THE BRICK-CABLE ARCH IGORK
DMITRIEV I.K.
OVERALL STABILITY BIFURCATION BEARING RECEIVER SKELETON-FRAME STRUCTURAL SYSTEM OF TALL OBJECTS
Inozemtzev V.K., Inozemtzeva O.V., Nachshintsev E.A.
Structural analysis of high-rise building using ETABS and RSA software
Pechorskaya S.A., Galishnikova V.V., Gebreslassie S.B., Damir H.Y.
WORKING OUT AND ESTIMATION OF NUMERICAL ALGORITHM OF STABILITY ANALYSIS OF THE NONLINEAR DEFORMABLE SHALLOW CYLINDRICAL SHELL
Ivanov S.A.
OVERALL BIFURCATION STABILITY AND DEFORMATIONS OF INCLINATION OF TALL BUILDINGS
Inozemtsev V.K., Nashchintsev Y.A.
1 - 45 of 45 Items

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