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振动与冲击
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基于动力非线性有限元法的索-梁相关振动研究
根据考虑结构几何非线性的有限元动力时程积分算法,开发了有限元程序SD_FEM。使用该程序建立了精细的索-梁组合结构有限元模型,计算了结构的自振特性与结构在外部动力荷载作用下的振动响应。分别讨论了当整体结构自振频率与拉索局部自振频率有1:1、2:1和不成倍数关系时,索-梁相关振动导致拉索振动的状况。分析了数值计算结果,总结了索-梁相关振动的本质规律。
1.西南交通大学土木工程学院桥梁系,四川成都,610031
Investigation on Cable-Beam Vibration by Nonlinear Dynamic FEM
The nonlinear FEM program which name is SD_FEM was developed based on the dynamic integral algorithm by finite element method with considering geometric nonlinearity. A micromesh FEM model was built by this program, the  natural vibration characteristic and the vibration response by dynamic loading of the Model was calculated.  The conditions of the cable vibration caused by Cable-Beam vibration was discussed when the ratio between global natural frequency of the model and the natural frequency of cable is 1:1, 2:1 or no multiplied. The results of numeric calculation was analyzed, the essential rules of Cable-Beam vibration was summarized.
1. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031
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