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2010年04 期
| 标题 |
| 带肋方钢管混凝土柱偏心受压试验研究(50 卷) |
| 英文标题 |
| Experimental study on eccentric compression performance of square column featuring concrete –filled steel tube with ribs |
| 摘要 |
| 以长细比和偏心率为主要变化参数，设计了6根带肋和6根无肋方钢管混凝土试件，对其进行了偏心受压的试验研究。试验结果表明，所有试件都最终由于失稳而破坏；试件长细比和偏心率越大，其刚度和极限荷载越小,偏心率对极限荷载的影响更为显著；试件偏心率越大，后期延性越好；加 |
| 作者 |
| 新闻作者:黄宏，万城勇 |
| 关键字 |
