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Fundamentals of technology theory of production, calculation physical and mechanical properties and indicators chemical and biological properties of frame building composites
Erofeev V.T.
Rigidity, adhesion and delamination of the coating in the “substrate - coating” system
Yakupov S.N., Gubaidullin R.I.
Seismic Fragility Analysis of Existing Old Newari Brick Masonry Building in Pokhara Valley
Chapagain K., Chaulagain H.
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.
Experimental-Theoretical Method for Assessing the Stiffness and Adhesion of the Coating on a Spherical Substrate
Yakupov S.N., Gumarov G.G., Yakupov N.M.
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.
Stability of shallow shells with local changes in strength characteristics
Kolesnikov A.G., Osadchaya A.V.
Non-equilibrium and nonlinear processes in robustness potential evaluation of reinforced concrete structural systems in ultimate states
Androsova N.B., Kolchunov V.I., Emelyanov S.G.
Evaluation of Soil Structure Interaction Effects on Seismic Response of RC Framed Buildings Using Simplified Method
Timilsina P., Ghimire C.R., Chaulagain H.
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.
Optimal Duration of Observations During Seismic Inspection of Buildings
Voskresenskiy M.N., Kurdanova A.A.
Stress-strain state cylinder-plate-cable-stayed roof buildings (structures) with various forms of external support contour
Kuzhakhmetova E.R.
CABLE-STAYED STRUCTURES
Krivoshapko S.N.
Stress-strain state investigation of the “YASUNI” shell by bionic architecture methods based on numerical modeling
Alyoshina O.О., Cajamarca Zuniga D.
MECHANISMS OF DESTRUCTION OF ROCKS UNDER DRILLING
SINEV S.V.
THE PROBLEMS OF RESEARCHING INNOVATIONS DECISIONS IN CALCULA- TION OF CONSTRACTIONS IN DIPLOMATIC COMPLEXES
Razin A.D.
Accounting for geometric nonlinearity in finite element strength calculations of thin-walled shell-type structures
Klochkov Y.V., Nikolaev A.P., Ishchanov T.R., Andreev A.S., Klochkov M.Y.
SECOND ORDER STRUCTURAL THEORY FOR THE STABILITY ANALYSIS OF COLUMNS
Galishnikova V.V., Gebre T.H., Al-Sabri S.M., Saffia-Doe O.
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.
PROBLEMS OF ANALYSIS OF CONSTRUCTIONS OF DIPLOMATIC COMPLEXES
Razin A.D.
The effectiveness of the implementation of pile foundations on the example of the reactor building of a nuclear power plant with VVER-1000
Sargsyan A.E., Gukova E.G.
ANALYTICAL SOLUTION FOR BEAM STRUCTURE WITH ELASTO-PLASTIC PROPERTIES OF MATERIAL
ELENITSKIY E.Y.
THE METHOD OF ANALYSIS OF WIDTH OF THE CRACK OPENINGS IN FERRO-CONCRETE STRUCTURES UNDER BENDING
KUZMIN P.K.
NON-LINEAR THERMOELASTIC DEFORMATION OF THE MULTIPHASE RODS
Mishchenko A.V.
Substantiation of the necessity and method of upgrading the software of the measuring complex for assessing the load capacity of girder spans of road bridges
Salamakhin P.M., Lugovtsev E.A.
THE INVESTIGATION OF THE BENDING FORM OF BUCKLING FOR STRUCTURALLY-ANISOTROPIC PANELS MADE OF COMPOSITE MATERIALS IN OPERATING MATLAB SYSTEM
FIRSANOV V.V., GAVVA L.M.
THE APPLICATION OF BEM OF THEORY OF ELASTICITY FOR MODELING OF THE WIND FLOW OVER THE BRIDGE STRUCTURES
Dorogan A.S.
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 concept of development of computer aided design programs for bridges or other engineering structures according to the specified criterion of optimality
Salamakhin P.M., Chasovnikov A.D.
METHODOLOGY FOR DURABILITY CALCULATION OF REINFORCED CONCRETE STRUCTURES OF HYDROTECHNICAL ERECTIONS STRENGTHENED BY COMPOSITE MATERIALS
Rubin O.D., Lisichkin S.E., Frolov K.E.
The semispatial theory of torsion of a composite layered core of any section
Nurimbetov A.U.
Influence of the concrete strength and the type of supports on the stress-strain state of a hyperbolic paraboloid shell footbridge structure
Cajamarca-Zuniga D., Luna S.
Influence of the geometrical researches of ruled surfaces on design of unique structures
Mamieva I.A.
DEVELOPMENT OF THE METHOD OF CALCULATION OF THE STRENGTH OF REINFORCED CONCRETE STRUCTURES OF THE HYDRAULIC ERECTIONS STRENGTHENED BY MEANS OF EXTERNAL REINFORCING ON THE BASIS OF COMPOSITE MATERIALS UNDER ACTION OF SHEAR FORCES
Rubin O.D., Lisichkin S.E., Aleksandrov A.V., Simakov O.A.
PNEUMATIC STRUCTURES AND BUILDINGS
KRIVOSHAPKO S.N.
Joint operation of the cellular structure as a system “frame - filling ground - base”
Zimnyukov V.A., Zborovskaya M.I.
Complicated features and their solution in analysis of thin shell and plate structures
Govind P.L.
DESTRUCTION OF ROCKS WITH FORMATIONOF FLAT CRACK
Sinev S.V.
THE PROBLEMS OF CHOICE OF CALCULATION SCHEMES IN DESIGN OF DIPLOMATIC COMPLEXES
Razin A.D.
Calculation of building structures for several dynamic effects with a static accounting of higher forms of oscillation
Lalin V.V., Le T.Q.
Numerical investigation of natural frequencies and mode shapes of air-supported structures
Mokin N.A., Kustov A.A., Gandzhuntsev M.I.
THE FEATURES OF MATHEMATICAL FINITE-ELEMENT MODELING OF THE SYSTEM "NEWLY BUILT CONCRETE STRUCTURES - NON ROCK FOUNDATION"
Rubin O.D., Shestopalov P.V.
STRESSSTATE OF STRUCTURALLYNOT UNIFORMRODS MADE FROM DIFFERENT MODULE MATERIALS UNDER THERMO-FORCE INFLUENCES
Mishchenko A.V.
1 - 45 of 45 Items

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