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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.
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.
Numerical calculation of bent reinforced concrete elements of rectangular section in the Abaqus software
Rimshin V.I., Amelin P.A.
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-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.
Deformation of Cylindrical Shell Made of 9X2 Steel Under Complex Loading
Cheremnykh S.V.
NUMERICAL SIMULATION OF TRANSIENT STRESS WAVES IN ELASTIC HALF PLANE WITH A RECTANGULAR CAVITY WHILE CENTERING THE VERTICAL EXPLOSIVE IMPACT
MUSAYEV V.K.
Mathematical modeling of unsteady elastic stress waves in a console with a base (half-plane) under fundamental seismic action
Musayev V.K.
NONLINEAR STABILITY OF SINUSOIDAL VELAROIDAL SHELL
GIL-OULBE M., MARKOVICH A.S., DAOU T.
Forming A Structural Design USING genetic algorithm and Delaunay tetrahedral partition
Alekseytsev A.V., Serpik I.N., Kurchenko N.S.
THE APPLICATION OF COMBINATORIAL-VARIATIONAL APPROACH TO COMPUTER GEOMETRICAL MODELING OF ENGINEERING CONSTRUCTIONS AND BUILDINGS
Vanin V.V., Shambina S.L., Virchenko V.G.
Simplified selection of optimal shell of revolution
Krivoshapko S.N., Ivanov V.N.
THE PERFECTION OF A METHOD OF NUMERICAL MODELING STEEL-AND-REINFORCED CONCRETE PRESSURE WATER PIPES
Bogachenko S.V.
NUMERICAL MODELING OF DEFORMATIONS OF THE INHOMOGENEOUS VISCOELASTOPLASTIC SOIL FOUNDATION
Kurachka K.C.
Comparative analysis of the results of determining the parameters of the stress-strain state of equal slope shell
Ivanov V.N., Alyoshina O.O.
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.
TO THE QUESTION OF STRESS STATE OF JOINTS OF WOODEN ELEMENTS WITH THE FRONTAL CUTTINGS
Markovich A.S.
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 FEATURES OF MATHEMATICAL FINITE-ELEMENT MODELING OF THE SYSTEM "NEWLY BUILT CONCRETE STRUCTURES - NON ROCK FOUNDATION"
Rubin O.D., Shestopalov P.V.
ALGORITHM OF JOINT OF SECTIONS OF THE REGULAR SMOOTH SURFACES
MISYURA N.E., ZHILIN S.S.
Geometric modelling and materially nonlinear numerical analysis of shells in the shape of one-sheet hyperboloid of revolution
Giloulbé M., Jazzan M., Qbaily J.
MOUNTING STRESS-STRAIN STATE OF JOINT-ROD COVERINGS OF DEPARTMENT OF BALLS AND REAGENTS
YUGOV А.М., BОNDAREV А.B.
THE PRACTICAL REALIZATION OF A MATHEMATICAL (COMPUTERIZED) MODEL OF A CONCRETE RIBBED SLAB
Markovich A.S.
ESTIMATED RATIONALE AND TECHNICAL SOLUTIONS FOR STRENGTHENING CONCRETE STRUCTURES OF HPP (PSPP) HAVING CRACKS OF DIFFERENT DIRECTIONS, UNDER THE INFLUENCE OF COMPLEX LOADS
Aleksandrov A.V., Rubin O.D., Lisichkin S.E., Balagurov V.B.
The results of computer analysis of the wind load acting on the set of rolled profiles
Veselev Y.A., Karabutov M.S.
THE USE OF COMPUTER DYNAMIC SHAPING FOR MODELING OF ENGINEERING STRUCTURES AND BUILDINGS
SHAMBINA S.L., VIRCHENKO S.G.
ON THE RELIABILITY OF RESULTS OF MATHEMATICAL MODELING OF NONSTATIONARY WAVES OF STRESSES IN THE COMPLEX-FORM OBJECTS
Musayev V.K.
THEANALYSISOFDIFFERENCESBETWEENHISTORICALDESIGN DOCUMENTSANDTHEREAL STRUCTUREOFTHESHABOLOVKARADIOTOWERBASEDON USING 3DMODEL
Leonov A.V.
Trial design of umbrella type shell structures
Tupikova E.M., Ershov M.E.
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.
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.
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.
Seismic retrofitting of buildings using Building Information Modeling
Dereje L.S., Dabi G.M., Baza T.T., Rynkovskaya M.I.
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.
HISTORICAL AND TECHNICAL ANALYSIS OF INSUFFICIENTLY KNOWN DESIGN FEATURES OF THE SHABOLOVKA RADIO TOWER
LEONOV A.V.
1 - 40 of 40 Items

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