| 钢管高强混凝土柱抗震性能的试验研究 |
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| 引用本文： | 张春梅,阴毅,周云.钢管高强混凝土柱抗震性能的试验研究[J].地震工程与工程振动,2004,24(4):86-89. |
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| 作者姓名： | 张春梅 阴毅 周云 |
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| 作者单位： | 广州大学,土木工程学院,广东,广州,510405 |
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| 基金项目： | 广州市教委重点学科项目，广州大学重点项目(LG-ZD-0116) |
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| 摘 要： | 本文对钢管高强混凝土柱进行低周反复水平荷载作用的试验，得到了不同轴压比情况下的滞回曲线及骨架曲线，讨论了钢管高强混凝土柱压弯承载力计算公式的适用性。结果表明，钢管高强混凝土柱具有很高的承载力及良好的抗震性能。
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| 关 键 词： | 钢管高强混凝土柱 抗震性能 延性 压弯承载力 |
| 文章编号： | 1000-1301(2004)04-0086-04 |
Experimental study on seismic behaviors of high strength concrete filled steel tube columns |
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| Zhang Chunmei,Yin Yi,Zhou Yun.Experimental study on seismic behaviors of high strength concrete filled steel tube columns[J].Earthquake Engineering and Engineering Vibration,2004,24(4):86-89. |
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| Authors: | Zhang Chunmei Yin Yi Zhou Yun |
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| Abstract: | Tests of high strength concrete filled steel tube (CFST) columns under low-reversed cyclic horizontal loads are carried out to study the looping curves and skeleton curves under different axial compression ratios. Meanwhile the effectiveness of the formulation of compression-bending capacity of high strength CFST columns is studied and analyzed. The tests prove that high strength CFST columns can provide great capacity and good seismic behaviors. |
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| Keywords: | high strength CFST columns seismic behaviors ductility compression-bending capacity |
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