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The economic feasibility of taking into account the joint work of load-bearing and enclosing elements in large-span wooden spatial structures
Pyatikrestovsky K.P., Sokolov B.S.
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.
Analytical and finite element modeling in the calculation and design of reinforcements of stretched elements by fiber-reinforced polymers based on high-strength fiber using adhesive joints
Danilov A.I., Kalugin I.A.
Criteria of strength of walls from large masonry blocks
Pyatikrestovsky K.P.
RELIABILITY ANALYSIS OF REINFORCED CONCRETE BEAMS WITH SHEAR CRACKS ON REBAR STRENGTH
UTKIN V.S., SOLOVYEV S.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.
TESTING TECHNIQUE FOR STRUCTURES OF LAYERED REINFORCED CONCRETE WITH CORROSION DAMAGE FOR SHEAR STRENGTH AND SHEAR CRACK RESISTANCE STUDY
KLYUEVA N.V., KARPENKO D.V., KASHCHAVCEV A.A.
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