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Modern software features for shape optimization of shells
Ermakova E.V., Rynkovskaya M.I.
Use of interpolation methods for modeling the stress-strain state of operated oil storage tanks
Konopatskiy E.V., Krysko A.A., Shevchuk O.A.
Effect of using 3D-printed shell structure for reinforcement of ultra-high-performance concrete
Hematibahar M., Vatin N.I., Hamid T.J., Gebre T.H.
Numerical-analytical method in reinforced concrete mechanics
Kolchunov V.I.
Problems and benefits of implementing BIM in the construction industry
Iushkin I.I., Alamedy S.G., Stashevskaya N.A.
Geometric modelling and materially nonlinear numerical analysis of shells in the shape of one-sheet hyperboloid of revolution
Giloulbé M., Jazzan M., Qbaily J.
MODELING THE HYDRAULIC CALCULATION OF THE CONTROLLING RESERVES IN DRINKING WATER SUPPLY SYSTEMS
BACHAROU T., HOUINOU G., GBAGUIDI G.A., AHOUANNOU C., KANHO E., AZA-GNANDJI R.
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.
THEANALYSISOFDIFFERENCESBETWEENHISTORICALDESIGN DOCUMENTSANDTHEREAL STRUCTUREOFTHESHABOLOVKARADIOTOWERBASEDON USING 3DMODEL
Leonov A.V.
Numerical analysis of layered composite panel behavior with interlaminar defects subject to dynamic loads
Medvedskiy A.L., Martirosov M.I., Khomchenko A.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.
THE APPLICATION OF COMBINATORIAL-VARIATIONAL APPROACH TO COMPUTER GEOMETRICAL MODELING OF ENGINEERING CONSTRUCTIONS AND BUILDINGS
Vanin V.V., Shambina S.L., Virchenko V.G.
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.
Geometric modeling and linear static analysis of thin shells in the form of cylindroids
Gil-oulbé M., Qbaily J.
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.
NUMERICAL MODELING OF DEFORMATIONS OF THE INHOMOGENEOUS VISCOELASTOPLASTIC SOIL FOUNDATION
Kurachka K.C.
NONLINEAR STABILITY OF SINUSOIDAL VELAROIDAL SHELL
GIL-OULBE M., MARKOVICH A.S., DAOU T.
THE PERFECTION OF A METHOD OF NUMERICAL MODELING STEEL-AND-REINFORCED CONCRETE PRESSURE WATER PIPES
Bogachenko S.V.
NUMERICAL MODELING OF MASSE SHRINKING CLAYEY SOILS IN THE DEPRESSION OF LAMA IN THE SOUTH OF BENIN
JudicaelKoffi A., Abalo P.K., Gerard G.A., Gerard D.
Trial design of umbrella type shell structures
Tupikova E.M., Ershov M.E.
AUTOMATIC MODELING OF THE SURFACES OF THE EQUAL SLOPE IN AUTOCAD SYSTEM THROUGH LANGUAGE AUTOLISP
ROMANOVA V.A., THOMA A.
REDUCTION OF RIGID ROLLED U-SHAPED ARCH PROFILETO A PROFILE WITH T-SECTION
Veselev Y.A., Karabutov M.S.
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.
Mathematical modeling of unsteady elastic stress waves in a console with a base (half-plane) under fundamental seismic action
Musayev V.K.
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.
THE PRACTICAL REALIZATION OF A MATHEMATICAL (COMPUTERIZED) MODEL OF A CONCRETE RIBBED SLAB
Markovich A.S.
TO THE QUESTION OF STRESS STATE OF JOINTS OF WOODEN ELEMENTS WITH THE FRONTAL CUTTINGS
Markovich A.S.
Simplified selection of optimal shell of revolution
Krivoshapko S.N., Ivanov V.N.
MOUNTING STRESS-STRAIN STATE OF JOINT-ROD COVERINGS OF DEPARTMENT OF BALLS AND REAGENTS
YUGOV А.М., BОNDAREV А.B.
ON THE RELIABILITY OF RESULTS OF MATHEMATICAL MODELING OF NONSTATIONARY WAVES OF STRESSES IN THE COMPLEX-FORM OBJECTS
Musayev V.K.
ALGORITHM OF JOINT OF SECTIONS OF THE REGULAR SMOOTH SURFACES
MISYURA N.E., ZHILIN S.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.
THE USE OF COMPUTER DYNAMIC SHAPING FOR MODELING OF ENGINEERING STRUCTURES AND BUILDINGS
SHAMBINA S.L., VIRCHENKO S.G.
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.
FEATURES OF REINFORCEMENT OF CONCRETE-ENCASED STEEL PENSTOCKS
Rubin O.D., Lisichkin S.E., Lisichkin A.S.
1 - 35 of 35 Items

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