Biaxial hysteretic model for the characterization of quasi-static testing of shear-critical reinforced concrete columns
Given that the biaxial hysteretic model of shear-critical reinforced concrete columns is usually developed by incorporating with the single-degree-of-freedom system to write its expression in differential equation of motion control, it is unfeasible to match with the experimental data of the biaxial...
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| Veröffentlicht in: | Advances in structural engineering 2019-01, Vol.22 (2), p.349-363 |
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| Hauptverfasser: | , , |
| Format: | Artikel |
| Sprache: | eng |
| Online-Zugang: | Volltext |
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