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Study on Seismic Behavior of T-shaped Concrete-filled Steel Tube Compound Column under Different Axial Compression Ratios

机译:T形钢管混凝土组合柱在不同轴压比下的抗震性能研究

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In this paper, the large-scale finite element software ABAQUS is used to study seismic behavior of T-shaped concrete-filled steel tube compound columns with different axial compression ratios. We determine the appropriate type of unit, measure off rational mesh, choose rational algorithm, through this simulation analysis. And we can get the hysteresis curves and skeleton curves of the columns with dies and management. The destruction and the deformation pattern of the whole columns can be seen different axial compression rations. The results show that the difference of axial compression rations has great impact on seismic behavior of T-shaped concretefilled steel tube compound column.
机译:本文采用大型有限元软件ABAQUS研究了不同轴向压缩比的T型钢管混凝土组合柱的抗震性能。通过此仿真分析,我们确定合适的单元类型,测量出合理的网格,选择合理的算法。通过模具和管理可以得到圆柱的磁滞曲线和骨架曲线。可以看出,整个柱的破坏和变形模式具有不同的轴向压缩比。结果表明,轴向压缩比的不同对T形钢管混凝土组合柱的抗震性能影响很大。

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