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Vol 19, No 6 (2023)

Buckling of Steel Conical Panels Reinforced with Stiffeners

Semenov A.A., Kondratieva L.N., Glukhikh V.N.

(Eng)

Vol 18, No 4 (2022)

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.

(Eng)

Vol 19, No 4 (2023)

The formula for the first natural frequency and the frequency spectrum of a spatial regular truss

Kirsanov M.N.

(Eng)

Vol 19, No 6 (2023)

Formulas for Fundamental Natural Frequency of Plane Periodic Truss

Kirsanov M.N.

(Eng)

Vol 17, No 6 (2021): Prospects for the application of shell structures and thin shells in the first half of the 21st century

Diagnostics of thin-walled structures of complex geometry and structure

Yakupov N.M., Yakupov S.N.

(Rus)

Vol 19, No 5 (2023)

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.

(Rus)

Vol 18, No 3 (2022)

Rigidity, adhesion and delamination of the coating in the “substrate - coating” system

Yakupov S.N., Gubaidullin R.I.

(Rus)

Vol 19, No 2 (2023)

Models of nonlinear deformation of concrete in a triaxial stress state and their implementation in the PRINS computational complex

Agapov V.P., Markovich A.S., Aidemirov K.R.

(Rus)

Vol 18, No 4 (2022)

Experimental and numerical investigation of thin-walled I-section beam under bending and torsion

Gebre T.H., Galishnikova V.V., Lebed E.V.

(Eng)

Vol 18, No 4 (2022)

Trihedral lattice supports geometry optimization according to the stability criterion

Akhtyamova L.S., Yazyev B.M., Chepurnenko A.S., Sabitov L.S.

(Rus)

Vol 20, No 4 (2024)

Behavior of Reinforced Concrete Buildings with Sliding Belt Seismic Isolation and Elastic Limiter of Horizontal Displacements

Mkrtychev O.V., Mingazova S.R.

(Eng)

Vol 18, No 3 (2022)

Investigation of waves in the strengthened net

Agalarov J.H., Mammadova G.A., Rustamova M.A.

(Rus)

Vol 19, No 5 (2023)

Algorithm for calculating the problem of unilateral frictional contact with an increscent external load parameter

Popov A.N., Lovtsov A.D.

(Eng)

Vol 18, No 3 (2022)

Comparative study of finite element methods of calculation of ribbed reinforced concrete floors

Nikitin K.E., Kirsanov O.A.

(Rus)

Vol 20, No 3 (2024)

Influence of Damage Level on Dynamic Characteristics of Reinforced Concrete Structures when Assessing their Seismic Resistance

Tamrazyan A.G., Kudryavtsev M.V.

(Eng)

Vol 19, No 5 (2023)

Frequency response of the construction of a large-span building with a cylindrical-and-slab roof†

Kuzhakhmetova E.R., Sutyrin V.I.

(Rus)

Vol 19, No 1 (2023)

Modal analysis of a large-span building with different boundary conditions

Kuzhakhmetova E.R., Sutyrin V.I.

(Rus)

Vol 18, No 6 (2022): Scientific Legacy of Academician Vitaly Mikhailovich Bondarenko

Fluctuations of pipelines of gas-containing liquids under changing bearing conditions

Leontiev Y.V., Travush V.I.

(Rus)

Vol 19, No 4 (2023)

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.

(Rus)

Vol 18, No 5 (2022)

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.

(Rus)

Vol 17, No 6 (2021): Prospects for the application of shell structures and thin shells in the first half of the 21st century

Investigation of the accuracy and convergence of the results of thin shells analysis using the PRINS program

Agapov V.P., Markovich A.S.

(Eng)

(Rus)

Vol 19, No 6 (2023)

Evaluation of Soil Structure Interaction Effects on Seismic Response of RC Framed Buildings Using Simplified Method

Timilsina P., Ghimire C.R., Chaulagain H.

(Eng)

Vol 17, No 6 (2021): Prospects for the application of shell structures and thin shells in the first half of the 21st century

Iterative methods for constructing an equations of non-closed shells solution

Zveryaev E.M., Tupikova E.M.

(Rus)

Vol 14, No 1 (2018)

FEASIBLITY EVALUATION FOR A PREDEFINED SEISMIC RESISTANCE OF STRUCTURES

DZHINCHVELASHVILI G.A., BULUSHEV S.V.

(Rus)

Vol 19, No 2 (2023)

Numerical modeling of nonlinear deformation processes for shells of medium thickness

Sagdatullin M.K.

(Rus)

No 2 (2017)

ACCURACY EVALUATIONOF THE NONLINEAR STATIC ANALYSIS METHOD OF THE STRUCTURES SEISMIC RESISTANCE

DZHINCHVELASHVILI G.A., BULUSHEV S.V.

(Rus)

Vol 19, No 5 (2023)

Shells in the form of algebraic ruled surfaces on a rhombic base

Tupikova E.M.

(Rus)

Vol 19, No 1 (2023)

Geometry and static analysis of thin shells in the form of a diagonal translation surface of the velaroidal type

Aleshina O.O.

(Rus)

Vol 17, No 5 (2021)

A new direction for calculating the strength of bent reinforced concrete elements along inclined sections with an example of calculating an experimental beam

Starishko I.N.

(Rus)

Vol 14, No 5 (2018)

Comparison of the calculation results of structures for specified accelerograms by nonlinear static and nonlinear dynamic methods

Bulushev S.V.

(Rus)

Vol 20, No 4 (2024)

Numerical Stress Analysis of Orthogonally Intersecting Cylindrical Shells Interacting with Soil Considering Stages of Construction

Kosytsyn S.B., Akulich V.Y.

(Rus)

Vol 19, No 1 (2023)

Statics and dynamics of curved rods based on Bernoulli hypotheses and relations for a rectilinear rod

Serazutdinov M.N.

(Rus)

Vol 20, No 3 (2024)

Method for Calculating Assembly Stresses in Frame Structures Strengthened in Deformed State

Serazutdinov M.N., Ubaydulloev M.N.

(Rus)

Vol 18, No 1 (2022)

Bulking of physically nonlinear plates under the action of dynamic shearing loads

Ivanov S.P.

(Rus)

Vol 19, No 6 (2023)

Finite Element for the Analysis of Massive Reinforced Concrete Structures with Cracking

Agapov V.P., Markovich A.S.

(Rus)

Vol 17, No 6 (2021): Prospects for the application of shell structures and thin shells in the first half of the 21st century

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.

(Rus)

Vol 16, No 2 (2020)

Probabilistic estimation seismic resistance of spatial steel frame under earthquake

Mkrtychev O.V., Bulushev S.V.

(Rus)

No 3 (2014)

APPLICATION OF RUNGE-KUTT METHOD AND RUNNING TRI-DIAGONAL MATRIX FOR OPEN HELICOIDAL SHELL CALCULATION

Rynkovskaya M.I.

(Rus)

Vol 17, No 1 (2021)

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.

(Eng)

(Rus)

No 3 (2016)

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.

(Rus)

No 2 (2014)

INVESTIGATION OF THE STRESS-STRAIN STATE OF CONSOLE PLATE WITH HOLES

Zaytsev S.E., Safronov V.S.

(Rus)

Vol 15, No 5 (2019)

Comparative analysis of the results of determining the parameters of the stress-strain state of equal slope shell

Ivanov V.N., Alyoshina O.O.

(Rus)

No 6 (2014)

METHODS FOR ASSESSING STRENGTH OF BIOLOGICAL MEMBRANES

Harislamova L.U., Yakupov S.N.

(Rus)

No 2 (2013)

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.

(Rus)

No 1 (2014)

ALGORITHMS FOR THE RESEARCH OF STRENGTH AND STABILITY OF REINFORCED ORTHOTROPIC SHELLS

Semenov A.A.

(Rus)

No 2 (2017)

NONLINEAR SIMULATION OF AIR-SUPPORTED STRUCTURES

Mokin N.A.

(Rus)

No 4 (2011)

NUMERICAL MODELING OF STEEL-AND-REINFORCED CONCRETE HYDRO TECHNICAL STRUCTURES

Kosinetz G.L., Lisichkin S.E., Bogachenko S.V., Ivontiyev A.V.

(Rus)

No 4 (2012)

DETACHMENT OF ELEMENTARY STRESS-STRAIN STATESFROM ZERO CURVATURE SHELL EQUATIONS

Zveryaev Y.М., Makarov G.I.

(Rus)

No 2 (2016)

SOIL BASEMENT ESTIMATIONS OF THE CROSS-SHAPED ISOLATED FOUNDATIONS

Ivanov S.P., Glushkov A.V.

(Rus)

Vol 14, No 3 (2018)

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.

(Rus)

No 2 (2014)

ANALYSIS OF THE STRESS-STRAIN STATE OF SPHERICAL SHELLS WITH THE HELP OF THREE-DIMENSIONAL ELEMENTS

YAKUPOV S.N., KIYAMOV I.H.

(Rus)

Vol 14, No 2 (2018)

The dynamic stability of physically nonlinear plate systems under biaxial compression

Ivanov S.P., Ivanov O.G., Ivanova A.S.

(Rus)

No 1 (2015)

AN ACCOUNT OF RIBS, THAT DON'T COINCIDE WITH LINES OF PRINCIPAL CURVATURES, IN A SHELL ANALYSIS BY VARIATIONAL-DIFFERENCE METHOD

Kushnarenko I.V.

(Rus)

Vol 15, No 6 (2019)

Simplified selection of optimal shell of revolution

Krivoshapko S.N., Ivanov V.N.

(Eng)

Vol 15, No 2 (2019)

Determination of parameters of plastic deformation of elliptic membranes

Galimov N.K., Yakupov S.N.

(Rus)

Vol 14, No 2 (2018)

The analysis of reinforced concrete slabs strengthened by composite fabrics by the finite element method

Agapov V.P., Nikolaev V.B., Golovanov R.O.

(Rus)

No 4 (2017)

GENERAL SOLUTION OF BENDING OF MULTILAYER BEAMS IN FOURIER SERIES

TURUSOV R.A., ANDREV V.I., TSYBIN N.Y.

(Rus)

No 1 (2012)

ANALYTICAL CALCULATION OF THE SPATIAL ROD SYSTEM

Kirsanov M.N.

No 3 (2014)

ON THE RELIABILITY OF RESULTS OF MATHEMATICAL MODELING OF NONSTATIONARY WAVES OF STRESSES IN THE COMPLEX-FORM OBJECTS

Musayev V.K.

(Rus)

No 2 (2012)

IMPROVEMENT OF AN APPROXIMATION SCHEMEFOR ROD FINITE ELEMENT DISPLACEMENTS TO ANALYZETHE REINFORCED PLATES

Serpik I.N., Shviryaev M.V., Tyutyunnikov A.I.

(Rus)

No 3 (2010)

WORKING OUT AND ESTIMATION OF NUMERICAL ALGORITHM OF STABILITY ANALYSIS OF THE NONLINEAR DEFORMABLE SHALLOW CYLINDRICAL SHELL

Ivanov S.A.

(Rus)

No 2 (2015)

NONLINEAR DEFORMATION OF CIRCULAR PLATES, PIVOTALLY SUPPORTED ON THE SUPPORT RING AND LOADED BY A DISTRIBUTED FORCE ALONG THE EDGE

GALIMOV N.K.

(Rus)

No 1 (2015)

SPATIAL SYSTEM FROM TWO SHELLS

Shagivaleev K.F., Surnina E.K., Vasil'tzov C.B.

(Rus)

Vol 17, No 1 (2021)

Calculated assessment of the impact of geometric deviations from the design on the parameters of mechanical safety of building metal structures within the framework of scientific and technical support for construction

Belostotsky A.M., Dmitriev D.S., Petryashev S.O., Nagibovich T.E.

(Rus)

Vol 15, No 1 (2019)

Simulation of an incomplete algebraic problem of eigenvalues and vectors by the method of frequency-dynamic condensation based on FEM in the form of the classical mixed method

Ignatyev A.V., Chumakov A.V., Gilka V.V.

(Rus)

No 4 (2017)

PRIMENENIE METODA BUBNOVA - GALERKINA DLYa OTsENKI USTOYChIVOSTI ANIZOTROPNYKh PLASTIN

KOLMOGOROV G.L., MELNIKOVA T.E., AZINA E.O.

(Rus)

No 3 (2016)

COMPARATIVE ANALYSIS OF THE RESULTS OF CALCULATION OF A THIN SHELL IN THE FORM OF CARVED SURFACE OF MONGE WITH AN APPLICATION OF MEMBRANE (MOMENTLESS) THEORY AND FINITEELEMENT METHOD

Filipova E.R.

(Rus)

No 1 (2012)

REDUCTION OF RIGID ROLLED U-SHAPED ARCH PROFILETO A PROFILE WITH T-SECTION

Veselev Y.A., Karabutov M.S.

(Rus)

No 3 (2011)

THE FINITE ELEMENTS OF A QUADRILATED SHAPE FOR ANALYSIS OF SHELLS TAKING INTO CONSIDERATION A DISPLACEMENT OF A BODY WITH RIGID BODY MODES

KLOCHKOV Y.V., NIKOLAEV A.P., KISELYEV A.P.

(Rus)

No 1 (2014)

THE FINITE DIFFERENCE METHOD IN PAVEMENTS RESEARCH WITH REAL TRANSPORT LOADING

Kolmogorov G.L., Kychkin V.I., Esipenko I.A.

(Rus)

No 3 (2010)

on the calculation of composite beams on two-parameter elastic foundations

Filatov V.V.

(Rus)

No 2 (2015)

ANALYSE DU RESEAU DES STATIONS PERMANENTES AU BENIN: MODE DE FONCTIONNEMENT ET PERSPECTIVES KOSSOUGBETO

KOSSUGBETO P.B.

(Rus)

Vol 16, No 5 (2020)

Dynamic method for determining critical loads in the PRINS computer program

Agapov V.P., Markovich A.S.

(Rus)

Vol 15, No 5 (2019)

Optimization study of shape of translational shell of square plan

Tupikova E.M.

(Rus)

Vol 14, No 6 (2018)

Numerical simulation of the front of an air shock wave in a ground and air explosion in the software package LS-DYNA

Mkrtychev O.V., Savenkov A.Y.

(Rus)

Vol 14, No 1 (2018)

STRESS STATE OF A CANTILEVER CABLE HOLDER OF THE TYPE CCH-3; 4; 6

FROLOV А.А., MOROZOV Y.А., VERKHOV E.Y.

(Rus)

No 4 (2011)

EFFECT OF WINDING PATTERN ON STIFFNESS AND STRESS STATE OF CURVED MULTILAYER PIPES OF COMPOSITE MATERIALS

Loskutov Y.V., Ivanov S.P., Bagautdinov I.N., Gizatullin, R.G., Egorov A.V.

(Rus)

No 2 (2016)

MODELLING OF THE T-SECTION RODS IN THE ANALYSIS OF BUILDING STRUCTURES BY FINITE ELEMENT METHOD

AGAPOV V.P.

(Rus)

No 3 (2011)

INCREASING OF THE LOAD-CARRING CAPACITY IN THE STRENGTHENED LOADED STRUCTURES

SERAZUTDINOV M.N., UBAYDULLOEV M.N., ABRAGIM K.A.

(Rus)

No 3 (2012)

MISTAKES OF THE STANDARDS FOR THE DESIGN OF REINFORCED CONCRETE

Sanzharovsky R.S.

(Rus)

No 4 (2012)

MODELING OF THE RECTANGULAR COLUMNS BY THE THREE-DIMENSIONAL SOLID ELEMENTS WITH THE USING OF THE SUPERELEMENT TECHNIQUE

Agapov V.P., Vasiliev A.V.

(Rus)

No 4 (2014)

MODELLING OF REINFORCED CONCRETE COLUMNS OF RECTANGULAR CROSS SECTION IN COMPUTER PROGRAM "PRINS"

Agapov V.P., Vasiljev A.V.

(Rus)

Vol 16, No 5 (2020)

Analytical assessment of the frequency of natural vibrations of a truss with an arbitrary number of panels

Kirsanov M.N.

(Rus)

Vol 15, No 4 (2019)

Variants of determining correlations of deformation theory of plasticity in the calculation of shell of rotation on the basis of finite element method

Klochkov Y.V., Nikolaev A.P., Vakhnina O.V., Klochkov M.Y.

(Rus)

No 6 (2017)

THE STABILITY OF PLATES UNDER THE ACTION OF SHEARING LOADS

IVANOV S.P., IVANOV O.G., IVANOVA A.S.

(Rus)

No 2 (2016)

STUDY OF THE BENDING MOMENT IN FORMING CURVED PROFILE METHOD FOR ROLLING MILL FORMING

Morozov Y.А., Verkhov E.Y., Frolov A.A., Krutina E.V.

(Rus)

No 1 (2013)

CALCULATED RESEARCH FOR CLARIFYING PHYSICAL AND MECHANICAL CHARACTERISTICS OF THE HYDRAULIC STRUCTURES BEDROCK FOUNDATION, MADE ON IN-SITU DATA

Shestopalov P.V.

(Rus)

No 3 (2015)

ANALYSIS OF THE THIN ELASTIC SHELLS IN THE FORM OF LONG OBLIQUE HELICOID

Tupikova E.M.

(Rus)

No 3 (2012)

MODELING OF THE STRESS-STRAIN STATEOF STRENGTHENED BEAM SYSTEMS

Ubaydulloye M.N., Serazutdinov M.N.

(Rus)

No 4 (2012)

generatrix SLOPE ANGlE INFLUENCE ON THE mode of deformation of OPEN HELICOIDAL SHELLS CALCULATED BY ANALYTICAL SMALL PARAMETER METHOD WITH THREE TERMS OF SERIES

Rynkovskaya M.I.

(Rus)

No 6 (2015)

MATHEMATICAL MODEL OF THE STRESS-STRAIN STATE OF A BEAM WITH A VARIABLE SECTION WITH AN EFFECT OF "BOUNDARY LAYER"

Firsanov V.V.

(Rus)

Vol 17, No 4 (2021)

The impact of heavy object on an underground structure when falling onto the ground surface

Mkrtychev O.V., Novozhilov Y.V., Savenkov A.Y.

(Rus)

Vol 16, No 4 (2020)

The opportunities of umbrella-type shells

Krivoshapko S.N.

(Eng)

Vol 15, No 4 (2019)

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.

(Rus)

Vol 14, No 4 (2018)

Numerical investigation of natural frequencies and mode shapes of air-supported structures

Mokin N.A., Kustov A.A., Gandzhuntsev M.I.

(Rus)

No 6 (2017)

NUMERICAL SIMULATION OF TRANSIENT STRESS WAVES IN ELASTIC HALF PLANE WITH A RECTANGULAR CAVITY WHILE CENTERING THE VERTICAL EXPLOSIVE IMPACT

MUSAYEV V.K.

(Rus)

No 1 (2017)

THIN COATINGS

YAKUPOV N.M., YAKUPOV S.N.

(Rus)

No 4 (2011)

THE DETERMINATION OF UNFAVORABLE TRAJECTORY OF TORNADO MOVEMENT BY ANALOGY WITH ANALYSIS OF TRUSS

Zylev V.B., Grigoriyev N.A.

(Rus)

No 2 (2016)

THE PRACTICAL REALIZATION OF A MATHEMATICAL (COMPUTERIZED) MODEL OF A CONCRETE RIBBED SLAB

Markovich A.S.

(Rus)

No 1 (2013)

ELASTIC AND PLASTIC DEFORMATION OF STRENGTHENED FERRO-CONCRETE CONSTRUCTIONS

Serazutdinov M.N., Ubaydulloyev M.N.

(Rus)

1 - 100 of 135 Items 1 2 > >>

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Vol 20, No 4 (2024)

Vol 20, No 4 (2024)

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