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 |
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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. |
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ISSN: | 1815-5235 2587-8700 |