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Algorithm for Calculating Statically Indeterminate Trusses Using the Force Method
Lalin V.V., Ibragimov T.R.
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.
TWO TYPES OF GOVERNING EQUATIONS FOR SHELLS WITH THE MIDDLE SURFACES GIVEN IN ARBITRARY CURVILINEAR COORDINATES
Krivoshapko S.N.
Geometrically nonlinear analysis of the stability of the stiffened plate taking into account the interaction of eigenforms of buckling
Manuylov G.A., Kositsyn S.B., Grudtsyna I.E.
Differential equations of equilibrium of continuous medium for plane one-dimensional deformation at closing equations approximation by biquadratic functions
Bakushev S.V.
An analysis of annular plate in curvilinear non-orthogonal coordinates with the help of equations of a shell theory
Krivoshapko S.N.
ANALYSIS OF CARRYING CAPACITY OF ECCENTRIC COMPRESSED RE- INFORCED CONCRETE BLOCKS UNDER DIFFERENT VALUES OF ECCENTRICITIES OF LONGITUDINAL FORCES
Starishko I.N.
ANALYTICAL SOLUTION FOR BEAM STRUCTURE WITH ELASTO-PLASTIC PROPERTIES OF MATERIAL
ELENITSKIY E.Y.
OVERALL STABILITY BIFURCATION TALL OBJECTS BASED ON THE MODEL BASE AS A PLANE BOUNDED HALF
Inozemtzev V.K., Inozemtzeva O.V., Nachshintsev E.A.
1 - 9 of 9 Items

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