Critical factors in displacement ductility assessment of high-strength concrete columns
Ductility of high-strength concrete (HSC) columns with rectangular sections was assessed in this study by reviewing experimental data from the available literature. Up to 112 normal weights concrete columns with strength in the range of 50–130 MPa were considered and presented as a database. The dat...
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Veröffentlicht in: | International journal of advanced structural engineering 2017-12, Vol.9 (4), p.325-340 |
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Format: | Artikel |
Sprache: | eng |
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