检索

标题
作者
Stress state analysis of an equal slope shell under uniformly distributed tangential load by different methods
Aleshina O., Ivanov V., Cajamarca-Zuniga D.
Comparative analysis of the stress state of an equal slope shell by analytical and numerical methods
Aleshina O., Ivanov V., Cajamarca-Zuniga D.
CALCULATION OF THIN SHELLS ON THE BASIS OF THE TRIANGULAR FINAL ELEMENT WITH THE CORRECTING LAGRANGE'S COEFFICIENTS
KLOCHKOV Y., VAKHNINA O., KISELEVA T.
STRESS STATE OF A CANTILEVER CABLE HOLDER OF THE TYPE CCH-3; 4; 6
FROLOV А., MOROZOV Y., VERKHOV E.
Stress-strain state of shell of revolution analysis by using various formulations of three-dimensional finite elements
Gureeva N., Klochkov Y., Nikolaev A., Yushkin V.
IMPROVEMENT OF AN APPROXIMATION SCHEMEFOR ROD FINITE ELEMENT DISPLACEMENTS TO ANALYZETHE REINFORCED PLATES
Serpik I., Shviryaev M., Tyutyunnikov A.
INVESTIGATION OF THE STRESS-STRAIN STATE OF CONSOLE PLATE WITH HOLES
Zaytsev S., Safronov V.
PROBLEM OF NUMERICAL ANALYSIS OF DEFORMATION OF BINDED REINFORCED CONCRETE ELEMENTS
Markovich A., Abu Makhadi M., Miloserdova D., Akifeva K., Asad M.
Numerical Simulation of Large Plastic Deformations and Free Flight of a Beam After Impact with a Rigid Stop
Shtein A., Zylev V.
Diagnostics of thin-walled structures of complex geometry and structure
Yakupov N., Yakupov S.
Comparative analysis of the results of determining the parameters of the stress-strain state of equal slope shell
Ivanov V., Alyoshina O.
MODELLING OF THE T-SECTION RODS IN THE ANALYSIS OF BUILDING STRUCTURES BY FINITE ELEMENT METHOD
AGAPOV V.
Numerical Modeling of Change of Shape of Flexible Bars
Gaidzhurov P., Danik N., Klimukh A.
SOIL BASEMENT ESTIMATIONS OF THE CROSS-SHAPED ISOLATED FOUNDATIONS
Ivanov S., Glushkov A.
Using Different FEM Formulations in Calculations of Thin-Walled Structures
Klochkov M.
Numerical modeling of nonlinear deformation processes for shells of medium thickness
Sagdatullin M.
Numerical Simulation of the Restoring Effect from Post-Stress in the Slab of a Cast-in-Situ Reinforced Concrete Frame
Gaidzhurov P., Savelyeva N., Bris Robin Z.
Geometry and static analysis of thin shells in the form of a diagonal translation surface of the velaroidal type
Aleshina O.
Algorithm for calculating the problem of unilateral frictional contact with an increscent external load parameter
Popov A., Lovtsov A.
Using Solid Superelements for Nonlinear Analysis of Slab-and-Beam Structures in the PRINS Software
Agapov V., Markovich A.
EFFECT OF WINDING PATTERN ON STIFFNESS AND STRESS STATE OF CURVED MULTILAYER PIPES OF COMPOSITE MATERIALS
Loskutov Y., Ivanov S., Bagautdinov I., Gizatullin, R., Egorov A.
MODELLING OF REINFORCED CONCRETE COLUMNS OF RECTANGULAR CROSS SECTION IN COMPUTER PROGRAM "PRINS"
Agapov V., Vasiljev 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., Dikova E., Akat'ev S., Starodubtsev V., Samoylov S.
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.
INFLUENCE OF FRAME WORK STRENGTHENING ON THE STRESS-STRAIN STATE OF TWO-STOREY BUILDINGS OF LOW-STRENGTH MATERIALS
RAZZAKOV S., KHOLMIRZAEV S.
The analysis of reinforced concrete slabs strengthened by composite fabrics by the finite element method
Agapov V., Nikolaev V., Golovanov R.
Numerical analysis of layered composite panel behavior with interlaminar defects subject to dynamic loads
Medvedskiy A., Martirosov M., Khomchenko A.
Three-Dimensional Analysis of T-connections of Cylindrical Shells Considering Stages of Construction
Kosytsyn S., Akulich V., Osetinskii L.
Modal analysis of a large-span building with different boundary conditions
Kuzhakhmetova E., Sutyrin V.
Frequency response of the construction of a large-span building with a cylindrical-and-slab roof†
Kuzhakhmetova E., Sutyrin V.
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., Dmitriev D., Petryashev S., Nagibovich T.
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., Dikova E., Kormilitsin A., Samoylov S., Starodubtsev V.
Models of nonlinear deformation of concrete in a triaxial stress state and their implementation in the PRINS computational complex
Agapov V., Markovich A., Aidemirov K.
Comparative study of finite element methods of calculation of ribbed reinforced concrete floors
Nikitin K., Kirsanov O.
The impact of heavy object on an underground structure when falling onto the ground surface
Mkrtychev O., Novozhilov Y., Savenkov A.
Dynamic method for determining critical loads in the PRINS computer program
Agapov V., Markovich A.
DETERMINATION OF STRESSES IN THE INTERSECTION OF PLANES UNDER PLANE LOADING ON THE BASIS OF THE FEM
Kiselyov A., Gureyeva N., Kiselyova R., Leont'eva V.
TO THE QUESTION OF STRESS STATE OF JOINTS OF WOODEN ELEMENTS WITH THE FRONTAL CUTTINGS
Markovich A.
Numerical simulation of the front of an air shock wave in a ground and air explosion in the software package LS-DYNA
Mkrtychev O., Savenkov A.
The use of fixed points in experimental research of the internal friction of material
Zylev V., Platnov P.
THE ACCOUNT OF DISPLACEMENT OF THE FINAL ELEMENT AS RIGID WHOLE IN MIXED FORMULATION FEM
Gureeva N., Klochkov J., Nikolaev А.
Numerical analysis of the behavior of a three-layer honeycomb panel with interlayer defects under action of dynamic load
Medvedskiy A., Martirosov M., Khomchenko A., Dedova D.
MODELING OF THE RECTANGULAR COLUMNS BY THE THREE-DIMENSIONAL SOLID ELEMENTS WITH THE USING OF THE SUPERELEMENT TECHNIQUE
Agapov V., Vasiliev A.
MATHEMATICAL MODELING OF THE ALUMINUM SAMPLE PRECIPITATION
Gnevashev D., Matveev E., Krutina E.
Optimization study of shape of translational shell of square plan
Tupikova E.
Numerical Stress Analysis of Orthogonally Intersecting Cylindrical Shells Interacting with Soil Considering Stages of Construction
Kosytsyn S., Akulich V.
Experimental and numerical investigation of thin-walled I-section beam under bending and torsion
Gebre T., Galishnikova V., Lebed E.
CALCULATED RESEARCH FOR CLARIFYING PHYSICAL AND MECHANICAL CHARACTERISTICS OF THE HYDRAULIC STRUCTURES BEDROCK FOUNDATION, MADE ON IN-SITU DATA
Shestopalov P.
Numerical analysis of mechanical safety parameters of Congress Hall building in Chelyabinsk
Belostotsky A., Akimov P., Dmitriev D., Pavlov A., Dyadchenko Y., Nagibovich A.
Transformed Calculation Models in Practice of Dynamic Analysis of Fixed Offshore Platform Structures
Sutyrin V., Kuzhakhmetova E.
Finite Element for the Analysis of Massive Reinforced Concrete Structures with Cracking
Agapov V., Markovich A.
Trihedral lattice supports geometry optimization according to the stability criterion
Akhtyamova L., Yazyev B., Chepurnenko A., Sabitov L.
Investigation of the accuracy and convergence of the results of thin shells analysis using the PRINS program
Agapov V., Markovich A.
ANALYSIS OF THE STRESS-STRAIN STATE OF SPHERICAL SHELLS WITH THE HELP OF THREE-DIMENSIONAL ELEMENTS
YAKUPOV S., KIYAMOV I.
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.
Stress-strain state investigation of the “YASUNI” shell by bionic architecture methods based on numerical modeling
Alyoshina O., Cajamarca Zuniga D.
Finite Element for the Analysis of Reinforced Concrete Beams with Non-Uniform Steel Fiber Reinforcement
Markovich A., Agapov V., Golishevskaia D.
Shells in the form of algebraic ruled surfaces on a rhombic base
Tupikova E.
Influence of the soil base on the stress-strain state of a large-span building with a cylinder-and-slab roof
Kuzhakhmetova E., Sutyrin V.
1 - 59 的 59 信息

检索提示:

  • 检索的名词区分大小写
  • 常用字词将被忽略
  • 默认情况下只有在查询结果满足所有检索词才返回(例如,隐含AND)
  • 使用OR结合多个检索词,便于查找含有这些检索词的文章,例如education OR research
  • 使用括号来创建更复杂的查询; 例如:archive ((journal OR conference) NOT theses)
  • 使用引号检索一个完整的词组; 例如: "open access publishing"
  • 使用-或者NOT排除一个检索词; 例如:online -politics or online NOT politics
  • 在检索词里使用 *作为通配符匹配任何字符序列; 例如., soci* morality 将符合含有 "sociological" or "societal"的词语

Согласие на обработку персональных данных

 

Используя сайт https://journals.rcsi.science, я (далее – «Пользователь» или «Субъект персональных данных») даю согласие на обработку персональных данных на этом сайте (текст Согласия) и на обработку персональных данных с помощью сервиса «Яндекс.Метрика» (текст Согласия).