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Seismic Vulnerability of Non-Code-Compliant and Code-Compliant RC Buildings
Bohara B.K., Jagari S., Joshi N.M.
Three-Dimensional Analysis of T-connections of Cylindrical Shells Considering Stages of Construction
Kosytsyn S.B., Akulich V.Y., Osetinskii L.N.
Numerical Simulation of the Restoring Effect from Post-Stress in the Slab of a Cast-in-Situ Reinforced Concrete Frame
Gaidzhurov P.P., Savelyeva N.A., Bris Robin Z.
Numerical Simulation of Large Plastic Deformations and Free Flight of a Beam After Impact with a Rigid Stop
Shtein A.V., Zylev V.B.
Using Solid Superelements for Nonlinear Analysis of Slab-and-Beam Structures in the PRINS Software
Agapov V.P., Markovich A.S.
Probabilistic estimation seismic resistance of spatial steel frame under earthquake
Mkrtychev O.V., Bulushev S.V.
APPLICATION OF RUNGE-KUTT METHOD AND RUNNING TRI-DIAGONAL MATRIX FOR OPEN HELICOIDAL SHELL CALCULATION
Rynkovskaya M.I.
Buckling of Steel Conical Panels Reinforced with Stiffeners
Semenov A.A., Kondratieva L.N., Glukhikh V.N.
FEASIBLITY EVALUATION FOR A PREDEFINED SEISMIC RESISTANCE OF STRUCTURES
DZHINCHVELASHVILI G.A., BULUSHEV S.V.
ACCURACY EVALUATIONOF THE NONLINEAR STATIC ANALYSIS METHOD OF THE STRUCTURES SEISMIC RESISTANCE
DZHINCHVELASHVILI G.A., BULUSHEV S.V.
Comparison of the calculation results of structures for specified accelerograms by nonlinear static and nonlinear dynamic methods
Bulushev S.V.
Using Different FEM Formulations in Calculations of Thin-Walled Structures
Klochkov M.Y.
DETACHMENT OF ELEMENTARY STRESS-STRAIN STATESFROM ZERO CURVATURE SHELL EQUATIONS
Zveryaev Y.М., Makarov G.I.
SOIL BASEMENT ESTIMATIONS OF THE CROSS-SHAPED ISOLATED FOUNDATIONS
Ivanov S.P., Glushkov A.V.
PROBLEM OF NUMERICAL ANALYSIS OF DEFORMATION OF BINDED REINFORCED CONCRETE ELEMENTS
Markovich A.S., Abu Makhadi M.I., Miloserdova D.A., Akifeva K.S., Asad M.A.
ANALYSIS OF THE STRESS-STRAIN STATE OF SPHERICAL SHELLS WITH THE HELP OF THREE-DIMENSIONAL ELEMENTS
YAKUPOV S.N., KIYAMOV I.H.
The dynamic stability of physically nonlinear plate systems under biaxial compression
Ivanov S.P., Ivanov O.G., Ivanova A.S.
AN ACCOUNT OF RIBS, THAT DON'T COINCIDE WITH LINES OF PRINCIPAL CURVATURES, IN A SHELL ANALYSIS BY VARIATIONAL-DIFFERENCE METHOD
Kushnarenko I.V.
The formula for the first natural frequency and the frequency spectrum of a spatial regular truss
Kirsanov M.N.
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.
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.
ANALYSIS OF STRUCTURES IN THE FORM OF A SHALLOW RETICULATED HYPERBOLIC PARABOLOID WITH ACCOUNT OF GEOMETRICAL NONLINEARITY
TRUSHIN S.I., SYSOEVA E.V., PETRENKO F.I.
INVESTIGATION OF THE STRESS-STRAIN STATE OF CONSOLE PLATE WITH HOLES
Zaytsev S.E., Safronov V.S.
Comparative analysis of the results of determining the parameters of the stress-strain state of equal slope shell
Ivanov V.N., Alyoshina O.O.
METHODS FOR ASSESSING STRENGTH OF BIOLOGICAL MEMBRANES
Harislamova L.U., Yakupov S.N.
THE LOCAL STRESS-STRAIN STATE OF A CYLINDRICAL SHELL ON THE BASIS OF THE THREE-DIMENSIONAL EQUATIONS OF THE THEORY OF ELASTICITY
Firsanov V.V.
Formulas for Fundamental Natural Frequency of Plane Periodic Truss
Kirsanov M.N.
Diagnostics of thin-walled structures of complex geometry and structure
Yakupov N.M., Yakupov S.N.
ALGORITHMS FOR THE RESEARCH OF STRENGTH AND STABILITY OF REINFORCED ORTHOTROPIC SHELLS
Semenov A.A.
NONLINEAR SIMULATION OF AIR-SUPPORTED STRUCTURES
Mokin N.A.
NUMERICAL MODELING OF STEEL-AND-REINFORCED CONCRETE HYDRO TECHNICAL STRUCTURES
Kosinetz G.L., Lisichkin S.E., Bogachenko S.V., Ivontiyev A.V.
Numerical Stress Analysis of Orthogonally Intersecting Cylindrical Shells Interacting with Soil Considering Stages of Construction
Kosytsyn S.B., Akulich V.Y.
Algorithm for calculating the problem of unilateral frictional contact with an increscent external load parameter
Popov A.N., Lovtsov A.D.
Statics and dynamics of curved rods based on Bernoulli hypotheses and relations for a rectilinear rod
Serazutdinov M.N.
Comparative study of finite element methods of calculation of ribbed reinforced concrete floors
Nikitin K.E., Kirsanov O.A.
The impact of heavy object on an underground structure when falling onto the ground surface
Mkrtychev O.V., Novozhilov Y.V., Savenkov A.Y.
The opportunities of umbrella-type shells
Krivoshapko S.N.
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.
Numerical investigation of natural frequencies and mode shapes of air-supported structures
Mokin N.A., Kustov A.A., Gandzhuntsev M.I.
NUMERICAL SIMULATION OF TRANSIENT STRESS WAVES IN ELASTIC HALF PLANE WITH A RECTANGULAR CAVITY WHILE CENTERING THE VERTICAL EXPLOSIVE IMPACT
MUSAYEV V.K.
THIN COATINGS
YAKUPOV N.M., YAKUPOV S.N.
THE DETERMINATION OF UNFAVORABLE TRAJECTORY OF TORNADO MOVEMENT BY ANALOGY WITH ANALYSIS OF TRUSS
Zylev V.B., Grigoriyev N.A.
THE PRACTICAL REALIZATION OF A MATHEMATICAL (COMPUTERIZED) MODEL OF A CONCRETE RIBBED SLAB
Markovich A.S.
ELASTIC AND PLASTIC DEFORMATION OF STRENGTHENED FERRO-CONCRETE CONSTRUCTIONS
Serazutdinov M.N., Ubaydulloyev M.N.
CALCULATION OF THIN SHELLS ON THE BASIS OF THE TRIANGULAR FINAL ELEMENT WITH THE CORRECTING LAGRANGE'S COEFFICIENTS
KLOCHKOV Y.V., VAKHNINA O.V., KISELEVA T.A.
DETERMINATION OF MAXIMAL BENDING OF THREE-CORNERED PLATES ON RESILIENT FOUNDATION WITH THE COMBINED SCOPE TERMS
Korobko V.I., Aktuganov A.A.
EVALUATION OF THE ACCURACY OF NUMERICAL SIMULATION RESULTS WHEN SOLVING THE PROBLEM OF PROPAGATION OF PULSE EXPOSURE IN THE FORM OF A TRIANGLE IN AN ELASTIC HALF-PLANE
Musayev V.K., Dikova E.V., Akat'ev S.V., Starodubtsev V.V., Samoylov S.N.
Study of Stress-Strain State of Long Cracked Multi-Modulus Strip in Bending in Relation to Crack Formation in Tensile Zone of Concrete
Zveryaev E.M.
Influence of Damage Level on Dynamic Characteristics of Reinforced Concrete Structures when Assessing their Seismic Resistance
Tamrazyan A.G., Kudryavtsev M.V.
Frequency response of the construction of a large-span building with a cylindrical-and-slab roof†
Kuzhakhmetova E.R., Sutyrin V.I.
Modal analysis of a large-span building with different boundary conditions
Kuzhakhmetova E.R., Sutyrin V.I.
Rigidity, adhesion and delamination of the coating in the “substrate - coating” system
Yakupov S.N., Gubaidullin R.I.
Evaluation of seismic forces under modified structural schemes in the process of vibrations
Chernov Y.T., Qbaily J.
The stability of geometrically nonlinear plate systems under the action of dynamic loads
Ivanov S.P., Ivanova A.S., Ivanov O.G.
Method of full discretization in joint calculation in time of the system “construction - foundation - soil”
Ter-Emmanuilyan T.N., Polumordvinov I.O.
Stress-strain state investigation of the “YASUNI” shell by bionic architecture methods based on numerical modeling
Alyoshina O.О., Cajamarca Zuniga D.
CALCULATION OF THE SYSTEM OF TWO CLOSED CYLINDRICAL SHELLS WITH INTERMEDIATE SUPPORT
SHAGIVALEEV K.F., SURNINA E.K., VASILTSOV S.V., PSHENOV A.A.
STRESS STATE CALLED AS "BOUNDARY LAYER" IS BOUNDARY TORSION OF THE RECTANGULAR PLATE
Firsanov V.V.
THE RESULTS OF NUMERICAL RESEARCH OF FLOATING REINFORCED CONCRETE STRUCTURES OFTHE NORTH TIDAL POWER PLANT
Novikov S.P.
RESOLVING EQUATIONS OF THE BOUNDARY INTEGRAL APPROACH FOR THE PROBLEM OF INTERACTION OF A FINITE BODY WITH HALF-PLANE
Nizomov J.N., Hojiboev A.A., Hojiboev O.A.
DYNAMIC RESPONSE OF PAVEMENT SUBJECTED TO MOVING LOAD
Kolmogorov G.L., Kychkin V.I., Esipenko I.A.
ACCURACY OF THE NUMERICAL METHOD RESULTS IN THE DISPLACEMENT IN THE ELASTIC REFLECTION OF STRESS WAVES IN THE FORM OF A TRIANGULAR PULSE FROM THE FREE SURFACE OF THE PLATE
Musayev V.K., Dikova E.V., Kormilitsin A.I., Samoylov S.N., Starodubtsev V.V.
AN ACTION OF HARMONIC WAVES ON CYLINDRICAL LAYERS WITH LIQUID
Safarov I.I., Akhmedov M.S., Boltaev Z.I.
VARIANT COMPUTER SHELL PROTOTYPING BASED ON POLYPARAMETERIZATION OF MIDDLE SURFACES
VANIN V.V., SHAMBINA S.L., VIRCHENKO G.I.
Monitoring of Technical Condition of Buildings by Seismic Method
Kurdanova A.A., Voskresenskiy M.N., Kosorotova E.A., Parygin G.I.
Method for Calculating Assembly Stresses in Frame Structures Strengthened in Deformed State
Serazutdinov M.N., Ubaydulloev M.N.
Generation a solution to the equations of elasticity theory for a layered strip basing on the principle of compressed mappings
Zveryaev E.M., Rynkovskaya M.I., Hoa V.D.
Fluctuations of pipelines of gas-containing liquids under changing bearing conditions
Leontiev Y.V., Travush V.I.
Bulking of physically nonlinear plates under the action of dynamic shearing loads
Ivanov S.P.
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.
Calculation of building structures for several dynamic effects with a static accounting of higher forms of oscillation
Lalin V.V., Le T.Q.
Extraction of consistent shell theory equations from 3D theory of elasticity
Zveryaev E.M.
CHANGE OF MECHANICAL PROPERTIES OF THIN-LAYER MEMBRANES UNDER THE INFLUENCE OF LIQUID MEDIUM
YAKUPOV S.N., HARISLAMOVA L.U., YAKUPOV N.M.
ROD VIBRATIONS CONSIDERING NON-LOCAL DAMPING
Shepitko E.S.
Stability of non-linear stochastic systems
POTAPOV V.D., Dibrov V.A.
CALCULATION OF STATICALLY INDETERMINABLE STRUCTURES STRENGTHENED BY THE METHOD OF REDISTRIBUTION OF STIFFNESS
Ubaydulloyev M.N.
A METHOD OF DETERMINATION OF STRESS-STRAIN STATE OF 3D STRUCTURES OF COMPLEX FORM
Khayrullin F.S., Sahbiev O.M.
INVESTIGATION OF THE STRESS-STRAIN STATE OF THE CONSOLE WITH HOLE
Zaytsev S.E., Safronov V.S.
TO THE QUESTION OF STRESS STATE OF JOINTS OF WOODEN ELEMENTS WITH THE FRONTAL CUTTINGS
Markovich A.S.
THE STRESS-STRAIN STATE OF LAYERED COMPOSITE RODS AND BLADES UNDER TORSION
Nurimbetov A.U.
Transformed Calculation Models in Practice of Dynamic Analysis of Fixed Offshore Platform Structures
Sutyrin V.I., Kuzhakhmetova E.R.
Finite Element for the Analysis of Massive Reinforced Concrete Structures with Cracking
Agapov V.P., Markovich A.S.
Physical features of the problems of liquid corrosion of reinforced concrete from the standpoint of the theory of heat and mass transfer
Fedosov S.V., Krasilnikov I.V., Rumyantseva V.E., Krasilnikova I.A.
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.
The economic feasibility of taking into account the joint work of load-bearing and enclosing elements in large-span wooden spatial structures
Pyatikrestovsky K.P., Sokolov B.S.
The method of compensating loads for solving of problems of cyclic symmetrical flexure of anisotropic plates, resting on an elastic subgrade
Koreneva E.B.
Numerical analysis of layered composite panel behavior with interlaminar defects subject to dynamic loads
Medvedskiy A.L., Martirosov M.I., Khomchenko A.V.
FEATURES OF THE USE OF FINITE ELEMENTS WITH POSSIBLE REFLECTION OF SURFACE GRAVITY WAVES IN THE PROCESS OF DYNAMIC CALCULATING COUPLED SYSTEMS «HYDRAULIC STRUCTURES-FLUID»
DMITRIEV D.S.
MATHEMATICAL MODELING OF THE ALUMINUM SAMPLE PRECIPITATION
Gnevashev D.A., Matveev E.A., Krutina E.V.
CALCULATION OF THIN-WALLED SPATIAL SYSTEMS CONSISTING OF JOINTED CLOSED BARREL SHELLS BY THE METHOD OF FORCES
Shagivaleev K.F., Burov S.N.
DETERMINATION OF STRESSES IN THE INTERSECTION OF PLANES UNDER PLANE LOADING ON THE BASIS OF THE FEM
Kiselyov A.P., Gureyeva N.A., Kiselyova R.Z., Leont'eva V.V.
THE ACCOUNT OF DISPLACEMENT OF THE FINAL ELEMENT AS RIGID WHOLE IN MIXED FORMULATION FEM
Gureeva N.A., Klochkov J.V., Nikolaev А.P.
OVERALL STABILITY BIFURCATION TALL OBJECTS BASED ON THE MODEL BASE AS A PLANE BOUNDED HALF
Inozemtzev V.K., Inozemtzeva O.V., Nachshintsev E.A.
AN ACCOUNT OF REINFORCEMENTS IN A SHELL ANALYSIS BY VARIATIONAL-DIFFERENCE METHOD
Kushnarenko I.V.
Dynamic Response of Doubly-Curved Shallow Shells to Periodic External Action
Semenov A.A.
Investigation of the accuracy and convergence of the results of thin shells analysis using the PRINS program
Agapov V.P., Markovich A.S.
Simplified selection of optimal shell of revolution
Krivoshapko S.N., Ivanov V.N.
Determination of parameters of plastic deformation of elliptic membranes
Galimov N.K., Yakupov S.N.
The analysis of reinforced concrete slabs strengthened by composite fabrics by the finite element method
Agapov V.P., Nikolaev V.B., Golovanov R.O.
GENERAL SOLUTION OF BENDING OF MULTILAYER BEAMS IN FOURIER SERIES
TURUSOV R.A., ANDREV V.I., TSYBIN N.Y.
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