the dependence of the column’s relatively carrying capacity on the relatively eccentricity

Abstract

the dependence of the column’s relatively carrying capacity on the relatively eccentricity

D.R. Mailyan, G.V. Nesvetaev

"The results of the computational experiment, Show, that the dependence of the relatively carrying capacity on the relatively eccentricity is almost independent on the reinforcement Ratio or on and concrete type. "

Keywords: High- Strong concrete, self-compacting concrete, modulus of elasticity, column.