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BEARING RESISTANCE OF ECCENTRICALLY COMPRESSED REINFORCED RODS WITH THE USE OF COMPLETE DIAGRAM OF REINFORCED MATERIAL DEFORMATION AS EXEMPLIFIES BY REINFORCED CONCRETE ROD
Hajiyev M.о., ALAEVA S.M., Alaeva S.M.
Investigation of the properties of high-strength steel fiber concrete with a minimum effective fiber content under loads of various durations
Karpenko N.I., Moiseenko G.A.
Models equivalent in damping in experiments for determining the parameters of internal friction in materials
Zylev V.B., Platnov P.O.
INTENSIFICATION OF PROCESSES OF ROLLING
Kohun L.S., Morozov Y.A.
CARACTERISATION DE LA PLUVIOMETRIE DU BASSIN VERSANT DE L'OUEME AU BENIN : ETABLISSEMENT DES COURBES INTENSITE-DUREE-FREQUENCE DES PRECIPITATIONS
Bashiru T., Adzhiboysha M., Gbaguidi Z.A., Khuynu G., Orlova E.
Energy-Based Evaluation of Dynamic Soil-Structure Interaction Process Under Seismic Impact from Explosion
Rakhmonov B.S., Sagdiev K.S., Ter-Martirosyan A.Z., Mirsayapov I.T., Erofeev V.T.
Rational structural solutions for triangular trusses
Repin V.A., Lukina A.V., Usov A.S.
Consideration of damping in a continuous medium using the rod approximation by A.R. Rzhanitsyn
Zylev V.B., Platnov P.O.
Analytical model of deformation of reinforced concrete columns based on fracture mechanics
Tamrazyan A.G., Chernik V.I., Matseevich T.A., Manaenkov I.K.
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