THE CALCULATION OF THE STRENGTH OF CONCRETE-FILED STEEL TUBE COLUMNS

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Abstract


The calculation of the strength of normal sections of eсcentrically loaded pipe-concrete elements should be used in the structures of high-rise buildings. Nonlinear deformation model of reinforced concrete for three-axis tensely - deformed conditions is accepted for the analytical description of joint work of concrete core and external steel holder.

About the authors

A L Krishan

Email: amel@list.ru <mailto:amel@list.ru>

A I Zaikin

Email: amel@list.ru <mailto:amel@list.ru>

A S Melnichuk

Email: amel@list.ru <mailto:amel@list.ru>

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