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

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 joi...

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Veröffentlicht in:Stroitelʹnaâ mehanika inženernyh konstrukcij i sooruženij (Online) 2010-03 (1), p.20-25
Hauptverfasser: A L Krishan, A I Zaikin, A S Melnichuk
Format: Artikel
Sprache:eng
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Zusammenfassung: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.
ISSN:1815-5235
2587-8700