摘要
利用有限元软件ABAQUS对两个采用普通刚接节点、自复位节点的单榀、两跨4层钢框架进行了弹塑性拟静力循环加载分析,对比分析了各框架每层的滞回性能及塑性变形特性,得出了自复位平面钢框架复位性能良好和塑性变形较小的结论。
The paper adopts the finite element software ABAQUS to undertake the elastic-plastic quasi-static cyclic loading analysis,compares and analyzes hysteretic performance and plastic deformation features of each layer of framework,and concludes the self-centering plane steel framework has better centering performance and less plastic deformation.
引文
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